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Report (77) 00 'R-LQDO BUJ 'A--� .r- - �.. PT( RECEIVED FEB 11'2019 INCORPORATED CITY OFTIGARD Date: 1/23/19BUILDING DIVISION Project: Tigard Self Storage: Level 2&3 PTC Project No.: 19-01-1609 File Name Description Level 2 BAND_R_57-10_SGL Banded tendons along grid R spanning grids 5.7 to 10;single end stressed. DIST_6_A-H3_SGL Dist. tendons along grid 6 spanning grids A to H.3;single end stressed. Level 3 BAND_268K_SGL 268K band tendons;single end stressed. DIST_50K-FT_SGL 50k/ft dist. tendons;single end stressed. PRpF�s Checked by � "FF Cv 60819PECC Y / JT UEB Y v OREGON UEB 4'4 'N99c'cl0 JobS 39-17-10230WA Submittal:PT C01c0101i000 N'qJ,LE 0N� Submittal No:03 3000-6 Approved No Exceptions Taken 0 Approved With Corrections Noted &')W .v t !� ❑Revise and Resubmit 0 Rejected l-/� 1Z Reviewed only for general compliance with the design intent of the project and general compliance with the information in the contract documents and intended as an aid in preventing errors and improving coordination of the work Any action shown is subject to the requirements of the plans,specifications and terms of contract.We do not assume responsibility for design of items,checking dimensions,fabrication process and techniques of construction or coordination of work with other trades.You should confirm and correlate all dimensions at the jobsite. Submitted By:JHoward pate:Jae 31,2019 Note: The friction loss calculations provided are based off of the most extreme tendon cases. The purpose of the calculations is to verify compliance with the design engineers initial wobble and friction coefficient assumptions as well as to verify that the final average force of 26.8 kips per tendon has been achieved or to recommend corrective actions to do so. 10127—9th Avenue West • Everett,WA 98204 • Voice:(425)745-1304 • Fax:(425)348-9723 • ADAPT Structural Concrete Software E-mail:support©adaptsoft.com, Web site:www.adaptsoft.com ADAPT-FELT Ver.2017 Date:1/21/2019 Time:11:43 1-PROJECT TITLE : Tigard Self Storage: Lv 2 1.1 SPECIFIC TITLE: BAND_R_57-10_SGL 1.2 FILE NAME: BAND R 57-10 SGL 2-TENDON STRESSES[ksi] �.mom imme Friction Loss Parameters Long Term Losses 190 180- __-__ _— 170- .. _. 1601 I 111 1 1 1 1 1 1 11 1 1 11 1 I I I 1 1 1 1 1 1 1 1 1 1 1_ I 11 I I I I I I 1 1 1 1 1 1 1 1 I I I I I I 1 1 1 1_11. 1111ftnIllin_ Span 1 Span 2 Span 3 Span 4 Right Cantilever 3-TENDON PROFILE [in] 15-9 16. r • 75 16 •.75 16. •.75 16. 6.75 9 10_- Stress End _ Dead En 9 10.5 6 0 I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 i l l I I 1 1 1 1 1 11111111 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111umII111111111 Span 1 Span 2 Span 3 Span 4 Right Cantilever 4- SUMMARY Average initial stress (after release) 182.69 ksi Long term stress losses 7.27 ksi Final average stress 175.42 ksi Final average force in tendon 26.84 k Anchor set influence from left pull (197.57ksi;0.732) 32.14 ft Elongation at left pull before anchor set 7.271 inch Elongation at left pull after anchor set 7.021 inch Total elongation after anchor set 7.021 inch Ratio of total elongation to tendon length after anchor set 0.077 inch/ft Jacking force 33.05 k CRITICAL STRESS RATIOS : At stressing 0.800; At anchorage 0.663; Max along tendon 0.732 5-DESIGNERS NOTES 6- DETAILED RESULTS ADAPT CORPORATION I1 1733 Woodside Road, Suite 220, Redwood City, CA 94061 USA II Tel: (650) 306 2400, Fax: (650) 306 2401 1 E-mail: supportOadaptsoft.com, Web site: www.adaptsoft.com 1 ADAPT-FELT Standard 2017 ADAPT POST-TENSIONING STRESS LOSS & ELONGATION PROGRAM This program calculates the long-term and immediate stress losses in a post- tensioned tendon. It outputs the elongations at the stressing ends and the final stress profile along the tendon. DATE: Jan 21, 2019 TIME: 11:43:00 P ROJECT T I T L E : Tigard Self Storage: Lv 2 S PECIFIC T I T L E : BAND R 57-10 SGL L ONG - TERM LOBS CALCULATIONS : INPUT PARAMETERS : Post-tensioning system UNBONDED Type of strand LOW LAX Ultimate strength of strand 270.00 ksi Modulus of elasticity of strand 28500.00 ksi Estimate of initial average compression 151.00 psi Concrete strength at 28 days 6000.00 psi Average weight of concrete NORMAL Estimated age of concrete at stressing 3 days Modulus of elasticity of concrete at stressing 3122.00 ksi Modulus of elasticity of concrete at 28 days 4415.00 ksi Estimate of average relative humidity 80. % Volume to surface ratio of member 9.00 in CALCULATED VALUES : Elastic shortening 0.689 ksi Shrinkage 1.828 ksi Creep 1.560 ksi Relaxation 3.192 ksi Total long-term stress losses 7.269 ksi FRICTION & ELONGATION CALCULATIONS : INPUT PARAMETERS Coefficient of angular friction (meu) 0.07000 /radian ( Coefficient of wobble friction (K) 0.00140 rad/ft Ultimate strength of strand 270.00 ksi Ratio of jacking stress to strand's ultimate strength 0.80 Anchor set--- 0.25 inch Cross-sectional area of strand 0.153 inch'? Total Number of Strands per Tendon 1 STRESSING AT LEFT END LEGEND : P = Tendon profile type defined as: 1-reversed parabola; 2-partial/regular parabola; 3=harped; 4-general; 5=straight; 6=extended reversed parabola; 7=cantilever down X1/L etc = horizontal distances to control points in geometry of the tendon divided by span length Stresses tabulated are after anchor set but before long-term losses. TENDON ID, GEOMETRY AND STRESS PROFILE (BAND R 57-10 SGL) LENGTH < TENDON HEIGHT in.> Horizontal ratios <- STRESS (ksi) --> SPAN ft P start center right X1/L X2/L X3/L start center right 1----2 3----4 5 6 7----8----9 10 11 12- 14.33 1 9.00 9.00 16.75 0.05 0.50 0.05 179.14 181.30 187.07 2 19.38 1 16.75 10.50 16.75 0.05 0.50 0.05 187.07 193.94 196.35 3 28.13 1 16.75 1.50 16.75 0.05 0.50 0.05 196.35 187.44 180.50 4 23.08 1 16.75 6.00 16.75 0.05 0.50 0.05 180.50 173.03 167.63 CAN 6.00 1 16.75 9.00 0.00 167.63 160.67 91.28 ft (total length of tendon) SUMMARY : Average initial stress (after release) 182.69 ksi Long term stress losses 7.27 ksi Final average stress 175.42 ksi Final average force in tendon 26.84 k Anchor set influence from left pull (197.57ksi;0.732) 32.14 ft Elongation at left pull before anchor set 7.271 inch Elongation at left pull after anchor set 7.021 inch Total elongation after anchor set . 7.021 inch Ratio of total elongation to tendon length after anchor set 0.077 inch/ft Jacking force 33.05 k CRITICAL STRESS RATIOS : At stressing 0.800; At anchorage 0.663; Max along tendon 0.732 DETAIL OF STRESSES AT 1/20TH POINTS ALONG EACH SPAN Units are in ksi X/L Span 1 Span 2 Span 3 Span 4 Cant 0.00 179.14 187.07 196.35 180.50 167.63 0.05 179.36 189.43 194.00 178.11 164.26 0.10 179.57 190.39 192.55 176.97 164.06 0.15 179.79 190.84 191.91 176.48 163.88 0.20 180.01 191.28 191.27 175.98 163.69 0.25 180.22 191.73 190.63 175.49 163.50 0.30 180.44 192.17 189.99 175.00 163.31 0.35 180.65 192.62 189.35 174.50 163.13 0.40 180.87 193.06 188.71 174.01 162.93 0.45 181.08 193.50 188.08 173.52 162.75 0.50 181.30 193.94 187.44 173.03 162.55 0.55 181.66 194.38 186.81 172.54 162.37 0.60 182.17 194.82 186.18 172.06 162.18 0.65 182.69 195.26 185.56 171.57 161.99 0.70 183.20 195.70 184.93 171.09 161.80 0.75 183.70 196.14 184.31 170.61 161.61 0.80 184.21 196.57 183.69 170.13 161.42 0.85 184.71 197.01 183.08 169.65 161.23 0.90 185.21 197.44 182.47 169.18 161.04 0.95 185.71 197.27 181.86 168.70 160.86 1.00 187.07 196.35 180.50 167.63 160.67 I TENDON HEIGHT AT 1/20TH POINTS ALONG EACH SPAN a._.. ....sz z._ Units are in inch X/L Span 1 Span 2 Span 3 Span 4 Cant 0.00 9.00 16.75 16.75 16.75 16.75 ' 0.05 9.00 16.12 15.22 15.68 15.99 0.10 9.00 14.94 12.34 13.64 15.28 0.15 9.00 13.90 9.80 11.85 14.60 0.20 9.00 13.00 7.60 10.30 13.96 0.25 9.00 12.24 5.74 8.99 13.36 0.30 9.00 11.61 4.21 7.91 12.80 0.35 9.00 11.12 3.02 7.08 12.27 0.40 9.00 10.78 2.18 6.48 11.79 0.45 9.00 10.57 1.67 6.12 11.34 0.50 9.00 10.50 1.50 6.00 10.94 0.55 9.09 10.57 1.67 6.12 10.57 0.60 9.34 10.78 2.18 6.48 10.24 0.65 9.78 11.12 3.02 7.08 9.95 0.70 10.38 11.61 4.21 7.91 9.70 . 0.75 11.15 12.24 5.74 5.99 9.48 , 0.80 12.10 13.00 7.60 10.30 9.31 0.85 13.22 13.90 9.80 11.85 9.17 1 0.90 14.51 14.94 12.34 13.64 9.08 0.95 15.97 16.12 15.22 15.68 9.02 1.00 16.75 16.75 16.75 16.75 9.00 ADAPT Structural Concrete Software E-mail:support@adaptsoft.com, Web site:www.adaptsoft com ADAPT-FELT Ver.2017 Date:1/21/2019 Time:11:43 1- PROJECT TITLE : Tigard Self Storage: Lv 2 1.1 SPECIFIC TITLE: DIST_6_A-H3_SGL 1.2 FILE NAME: DIST 6 A-H3 SGL 2-TENDON STRESSES[ksi] a m - Friction Loss Parameters Long Term Losses 200- - 190- 00- 190- ' 180- 170- i - 160-H Span 1 Span 2 Span 3 Span 4 Span 5 Span 6 3-TENDON PROFILE [in] 16--9 16. ..75 16. • ..75 16. :.75 16. • 6.75 9 14-_ - I 12- I 10- Stress End Dead End -8- 1 11 11 8 1 1 1 1 1 1 1 1 iiiiuiiiu�u11111 11111 1 1 1 1 12i II I I—i 1 1111111111111111111 11111111111111111111 Span 1 Span 2 Span 3 Span 4 Span 5 Span 6 4- SUMMARY Average initial stress (after release) 185.54 ksi Long term stress losses 8.32 ksi Final average stress 177.22 ksi Final average force in tendon 27.12 k Anchor set influence from left pull (200.08ksi;0.741) 31.38 ft Elongation at left pull before anchor set 7.587 inch Elongation at left pull after anchor set 7.337 inch Total elongation after anchor set 7.337 inch Ratio of total elongation to tendon length after anchor set 0.078 inch/ft Jacking force 33.05 k CRITICAL STRESS RATIOS : At stressing 0.800; At anchorage 0.682; Max along tendon 0.741 5 - DESIGNER'S NOTES 6 - DETAILED RESULTS ADAPT CORPORATION 1733 Woodside Road, Suite 220, Redwood City, CA 94061 USA Tel: (650) 306 2400, Fax: (650) 306 2401 E-mail: support@adaptsoft.com, Web site: www.adaptsoft.com ADAPT-FELT Standard 2017 ADAPT POST-TENSIONING STRESS LOSS & ELONGATION PROGRAM This program calculates the long-term and immediate stress losses in a post- tensioned tendon. It outputs the elongations at the stressing ends and the final stress profile along the tendon. DATE: Jan 21, 2019 TIME: 11:43:10 PROJECT T I TLE : Tigard Self Storage: Lv 2 SPECIFIC T I T L E : GIST 6 A-H3 SGL LONG - TERM LOSS CALCULATIONS : INPUT PARAMETERS : Post-tensioning system UNBONDED Type of strand LOW LAX Ultimate strength of strand 270.00 ksi Modulus of elasticity of strand 28500.00 ksi Estimate of initial average compression 210.00 psi Concrete strength at 28 days 6000.00 psi Average weight of concrete NORMAL Estimated age of concrete at stressing 3 days Modulus of elasticity of concrete at stressing 3122.00 ksi Modulus of elasticity of concrete at 28 days 4415.00 ksi Estimate of average relative humidity 80. % Volume to surface ratio of member 9.00 in CALCULATED VALUES : Elastic shortening 0.959 ksi Shrinkage 1.828 ksi Creep 2.169 ksi Relaxation 3.361 ksi Total long-term stress losses 8.316 ksi FRICTION & ELONGATION CALCULATIONS : INPUT PARAMETERS : Coefficient of angular friction (meu) 0.07000 /radian Coefficient of wobble friction (K) 0.00140 rad/ft Ultimate strength of strand 270.00 ksi Ratio of jacking stress to strand's ultimate strength 0.80 - _ — Anchee-set --- - 0.35 inch Cross-sectional area of strand 0.153 inch-2 Total Number of Strands per Tendon 1 STRESSING AT LEFT END LEGEND : P = Tendon profile type defined as: 1=reversed parabola; 2=partial/regular parabola; 3-harped; 4-general; 5=straight; 6-extended reversed parabola; 7=cantilever down Xl/L etc = horizontal distances to control points in geometry of the tendon divided by span length Stresses tabulated are after anchor set but before long-term losses. TENDON ID, GEOMETRY AND STRESS PROFILE (DIST_6_A-H3_SGL) LENGTH e TENDON HEIGHT in.' Horizontal ratios <- STRESS (ksi) --> SPAN ft P start center right Xl/L X2/L X3/L start center right -1----2 3----4 5 6 7----8----9 10 11 12- 1 2.85 1 9.00 9.00 9.00 0.05 0.50 0.05 184.15 184.58 185.01 2 21.96 1 9.00 8.00 16.75 0.05 0.50 0.05 185.01 188.71 194.60 3 14.42 1 16.75 12.00 16.75 0.05 0.50 0.05 194.60 199.72 195.54 4 18.17 1 16.75 12.00 16.75 0.05 0.50 0.05 195.54 190.20 186.15 5 22.85 1 16.75 9.00 16.75 0.05 0.50 0.05 186.15 180.02 175.16 6 13.50 1 16.75 9.00 9.00 0.05 0.50 0.05 175.16 168.68 166.97 93.92 ft (total length of tendon) SUMMARY : Average initial stress (after release) 185.54 ksi Long term stress losses 8.32 ksi Final average stress 177.22 ksi Final average force in tendon 27.12 k Anchor set influence from left pull (200.08ksi;0.741) 31.38 ft Elongation at left pull before anchor set 7.587 inch Elongation at left pull after anchor set 7.337 inch Total elongation after anchor set 7.337 inch Ratio of total elongation to tendon length after anchor set 0.078 inch/ft Jacking force 33.05 k CRITICAL STRESS RATIOS At stressing 0.800; At anchorage 0.682; Max along tendon 0.741 DETAIL OF STRESSES AT 1/20TH POINTS ALONG EACH SPAN Units are in ksi X/L Span 1 Span 2 Span 3 Span 4 Span 5 Span 6 0.00 184.15 185.01 194.60 195.54 186.15 175.16 0.05 184.20 185.46 196.54 193.95 184.56 173.14 0.10 184.24 185.89 197.44 193.18 183.62 171.97 0.15 184.28 186.24 197.81 192.81 183.17 171.56 0.20 184.32 186.60 198.19 192.43 182.71 171.15 0.25 184.37 186.95 198.56 192.06 182.26 170.74 0.30 184.41 187.30 198.94 191.69 181.81 170.32 0.35 184.45 187.65 199.31 191.31 181.36 169.91 0.40 184.50 188.01 199.68 190.94 180.91 169.50 0.45 184.54 188.36 200.06 190.57 180.47 169.09 0.50 184.58 188.71 199.72 190.20 180.02 168.68 0.55 184.63 189.15 199.35 189.83 179.57 168.39 0.60 184.67 189.69 198.98 189.46 179.13 168.23 0.65 184.71 190.23 198.61 189.09 178.69 168.08 1 0.70 184.76 190.77 198.24 188.72 178.24 167.92 0.75 184.80 191.31 197.87 188.35 177.80 167.76 0.80 184.84 191.84 197.50 187.99 177.36 167.60 0.85 184.88 192.38 197.14 187.62 176.92 167.44 0.90 184.93 192.91 196.77 187.26 176.49 167.28 0.95 184.97 193.44 196.41 186.89 176.05 167.13 1.00 185.01 194.60 195.54 186.15 175.16 166.97 TENDON HEIGHT AT 1/20TH POINTS ALONG EACH SPAN ...__. Units are in inch • X/L Span 1 Span 2 Span 3 Span 4 Span 5 Span 6 0.00 9.00 9.00 16.75 16.75 16.75 16.75 0.05 9.00 8.90 16.27 16.27 15.97 15.97 0.10 9.00 8.71 15.38 15.38 14.51 14.51 0.15 9.00 8.54 14.59 14.59 13.22 13.22 0.20 9.00 8.40 13.90 13.90 12.10 12.10 0.25 9.00 8.28 13.32 13.32 11.15 11.15 0.30 9.00 8.18 12.84 12.84 10.38 10.38 0.35 9.00 8.10 12.47 12.47 9.78 9.78 0.40 9.00 8.04 12.21 12.21 9.34 9.34 0.45 9.00 8.01 12.05 12.05 9.09 9.09 0.50 9.00 8.00 12.00 12.00 9.00 9.00 0.55 9.00 8.10 12.05 12.05 9.09 9.00 0.60 9.00 8.39 12.21 12.21 9.34 9.00 0.65 9.00 8.88 22.47 12.47 9.78 9.00 0.70 9.00 9.56 12.84 12.84 10.38 9.00 0.75 9.00 10.43 13.32 13.32 11.15 9.00 0.80 9.00 11.50 13.90 13.90 12.10 9.00 0.85 9.00 12.76 14.59 14.59 13.22 9.00 , 0.90 9.00 14.22 15.38 15.38 14.51 9.00 0.95 9.00 15.88 16.27 16.27 15.97 9.00 1.00 9.00 16.75 16.75 16.75 16.75 9.00 ADAPT Structural Concrete Software E-mail:support@adaptsoft.corn, Web site:www.adaptsoft.com ADAPT-FELT Ver.2017 Date:1/21/2019 Time: 11:00 1- PROJECT TITLE : Tigard Self Storage: Lv 3 1.1 SPECIFIC TITLE: BAND_268K_SGL 1.2 FILE NAME: BAND_268K_SGL 2-TENDON STRESSES[ksi] MIMI EMI= MEIN Friction Loss Parameters Long Term Losses 200 _ 195-: 190-- - 180 Span 1 3-TENDON PROFILE [in] • :Stress - • ;=ad End 10- 8- 6 4- 4 Span 1 4- SUMMARY Average initial stress (after release) 192.19 ksi Long term stress losses 7.70 ksi ! Final average stress 184.49 ksi Final average force in tendon 28.23 k Anchor set influence from left pull (199.O1ksi;0.737) 36.11 ft Elongation at left pull before anchor set 3.172 inch Elongation at left pull after anchor set 2.922 inch Total elongation after anchor set 2.922 inch Ratio of total elongation to tendon length after anchor set 0.081 inch/ft Jacking force 33.05 k CRITICAL STRESS RATIOS : At stressing 0.800; At anchorage 0.737; Max along tendon 0.737 5-DESIGNER'S NOTES 6-DETAILED RESULTS I ADAPT CORPORATION 1 1733 Woodside Road, Suite 220, Redwood City, CA 94061 USA 1 Tel: (650) 306 2400, Fax: (650) 306 2401 1 E-mail: support®adaptsoft.com, Web site: www.adaptsoft.com 1 ADAPT-FELT Standard 2017 1 ADAPT POST-TENSIONING STRESS LOSS & ELONGATION PROGRAM This program calculates the long-term and immediate stress losses in a post- tensioned tendon. It outputs the elongations at the stressing ends and the final stress profile along the tendon. DATE: Jan 21, 2019 TIME: 11:00:38 P ROJECT T I TLE : Tigard Self Storage: Lv 3 S PECIFIC T I T L E : BAND_268K_SGL L ONG - TERM LOSS C A L C U L A T I O N S : INPUT PARAMETERS : Post-tensioning system UNBONDED Type of strand LOW LAX Ultimate strength of strand 270.00 ksi Modulus of elasticity of strand 28500.00 ksi Estimate of initial average compression 133.00 psi Concrete strength at 28 days 6000.00 psi Average weight of concrete NORMAL Estimated age of concrete at stressing 3 days Modulus of elasticity of concrete at stressing 3122.00 ksi Modulus of elasticity of concrete at 28 days 4415.00 ksi Estimate of average relative humidity 80. % Volume to surface ratio of member 10.00 in CALCULATED VALUES : Elastic shortening 0.607 ksi Shrinkage 1.589 ksi Creep 1.374 ksi Relaxation 4.129 ksi Total long-term stress losses 7.699 ksi FRICTION 4 ELONGATION CALCULATIONS : INPUT PARAMETERS : Coefficient of angular friction (meu) 0.07000 /radian Coefficient of wobble friction (K) 0.00140 rad/ft Ultimate strength of strand 270.00 ksi Ratio of jacking stress to strand's ultimate strength 0.80 Anc Cross-sectional area of strand 0.153 inch-2 Total Number of Strands per Tendon 1 STRESSING AT LEFT END LEGEND : P = Tendon profile type defined as: 1=reversed parabola; 2=partial/regular parabola; 3=harped; 4.general; 5=straight; 6=extended reversed parabola; 7=cantilever down Xl/L etc = horizontal distances to control points in geometry of the tendon divided by span length Stresses tabulated are after anchor set but before long-term losses. TENDON ID, GEOMETRY AND STRESS PROFILE (BAND 268K SGL) LENGTH < TENDON HEIGHT in.> Horizontal ratios <- STRESS (ksi) --> SPAN ft P start center right Xl/L x2/L X3/L start center right -1----2 3----4 5 6 7----8----9 10 11 12- 1 36.08 1 12.25 4.00 12.25 0.05 0.50 0.05 184.82 192.25 199.01 • • 36.11 ft (total length of tendon) SUMMARY : Average initial stress (after release) 192.19 ksi Long term stress losses 7.70 ksi Final average stress 184.49 ksi Final average force in tendon 28.23 k Anchor set influence from left pull (199.01ksi;0.737) 36.11 ft Elongation at left pull before anchor set 3.172 inch Elongation at left pull after anchor set 2.922 inch Total elongation after anchor set 2.922 inch Ratio of total elongation to tendon length after anchor set 0.081 inch/ft Jacking force 33.05 k CRITICAL 8TRRSS RATIOS : At stressing 0.800; At anchorage 0.737; Max along tendon 0.737 DETAIL OF STRESSES AT 1/20TH POINTS ALONG EACH SPAN Units are in ksi X/L Span 1 0.00 184.82 0.05 185.94 0.10 186.99 0.15 187.65 0.20 188.32 0.25 188.98 0.30 189.64 0.35 190.29 0.40 190.95 0.45 191.60 0.50 192.25 0.55 192.90 0.60 193.55 0.65 194.20 0.70 194.84 0.75 195.48 0.80 196.12 0.85 196.76 0.90 197.39 0.95 198.03 1.00 199.01 TENDON HEIGHT AT 1/20TH POINTS ALONG EACH SPAN Units are in inch X/L Span 1 0.00 12.25 0.05 11.43 0.10 9.87 0.15 8.49 0.20 7.30 0.25 6.29 0.30 5.47 0.35 4.83 0.40 4.37 0.45 4.09 0.50 4.00 0.55 4.09 0.60 4.37 0.65 4.83 0.70 5.47 0.75 6.29 0.80 7.30 0.85 8.49 0.90 9.87 0.95 11.43 1.00 12.25 L • ADAPT Structural Concrete Software Email support@adaptsoft.com, Web site:www.adaptsoft.com ADAPT-FELT Ver.2017 Date:1/21/2019 Time:11:00 1- PROJECT TITLE : Tigard Self Storage: Lv 3 1.1 SPECIFIC TITLE: DIST50K-FT_SGL 1.2 FILE NAME: DIST 50K-FT SGL 2-TENDON STRESSES[ksi] Friction Loss Parameters Long Term Losses 195-: 190-: 185 180-= 175- Span 1 3-TENDON PROFILE [in] 10- - S - - sEnd 8-_ 6- 4- 2.75 Span 1 4- SUMMARY Average initial stress (after release) 190.99 ksi Long term stress losses 8.55 ksi Final average stress 182.44 ksi Final average force in tendon 27.91 k Anchor set influence from left pull (197.29ksi;0.731) 32.63 ft Elongation at left pull before anchor set 2.874 inch Elongation at left pull after anchor set 2.624 inch Total elongation after anchor set 2.624 inch Ratio of total elongation to tendon length after anchor set 0.080 inch/ft Jacking force 33.05 k CRITICAL STRESS RATIOS : At stressing 0.800; At anchorage 0.731; Max along tendon 0.731 5- DESIGNER'S NOTES 6 - DETAILED RESULTS ADAPT CORPORATION 1733 Woodside Road, Suite 220, Redwood City, CA 94061 USA Tel: (650) 306 2400, Fax: (650) 306 2401 1 E-mail: support@adaptsoft.com, Web site: www.adaptsoft.com ADAPT-FELT Standard 2017 1 ADAPT POST-TENSIONING STRESS LOSS & ELONGATION PROGRAM This program calculates the long-term and immediate stress losses in a post- tensioned tendon. It outputs the elongations at the stressing ends and the final stress profile along the tendon. DATE: Jan 21, 2019 TIME: 11:00:43 PROJECT T I T L E : Tigard Self Storage: Lv 3 ' SPECIFIC T I T L E : DIST 50K-FT SGL LONG - TERM LOSS CALCULATIONS : INPUT PARAMETERS : Post-tensioning system UNBONDED ' Type of strand LOW LAX Ultimate strength of strand 270.00 ksi Modulus of elasticity of strand 28500.00 ksi Estimate of initial average compression 209.00 psi Concrete strength at 28 days 6000.00 psi Average weight of concrete NORMAL Estimated age of concrete at stressing 3 days Modulus of elasticity of concrete at stressing 3122.00 ksi Modulus of elasticity of concrete at 28 days 4415.00 ksi Estimate of average relative humidity 80. % Volume to surface ratio of member 10.00 in ' CALCULATED VALUES : Elastic shortening 0.954 ksi Shrinkage 1.589 ksi Creep 2.159 ksi Relaxation 3.850 ksi Total long-term stress losses 8.551 ksi FRICTION & ELONGATION CALCULATIONS : ' INPUT PARAMETERS : Coefficient of angular friction (meu) 0.07000 /radian Coefficient of wobble friction (K) 0.00140 rad/ft Ultimate strength of strand 270.00 ksi Ratio of jacking stress to strand's ultimate strength 0.80 Anchor sot 0.25 inch Cross sectional area of strand 0.153 inch"2 Total Number of Strands per Tendon 1 STRESSING AT LEFT END LEGEND : = Tendon profile type defined as: 1=reversed parabola; 2=partial/regular parabola; 3=harped; 4=general; 5=straight; 6=extended reversed parabola; 7=cantilever down X1/L etc horizontal distances to control points in geometry of the tendon divided by span length Stresses tabulated are after anchor set but before long-term losses. TENDON ID, GEOMETRY AND STRESS PROFILE (DIST 50K-FT SGL) LENGTH < TENDON HEIGHT in.> Horizontal ratios <- STRESS (ksi) --> SPAN ft P start center right Xl/L X2/L X3/L start center right 1----2 3----4 5 6 7----8----9 10 11 12- 1 32.60 1 10.00 2.75 10.00 0.05 0.50 0.05 184.18 191.05 197.29 32.63 ft (total length of tendon) SUMMARY : Average initial stress (after release) 190.99 ksi Long term stress losses 8.55 ksi Final average stress 182.44 ksi Final average force in tendon 27.91 k Anchor set influence from left pull (197.29ksi;0.731) 32.63 ft Elongation at left pull before anchor set 2.874 inch Elongation at left pull after anchor set 2.624 inch Total elongation after anchor set 2.624 inch Ratio of total elongation to tendon length after anchor set 0.080 inch/ft Jacking force 33.05 k CRITICAL STRESS RATIOS At stressing 0.800; At anchorage 0.731; Max along tendon 0.731 DETAIL OF STRESSES AT 1/20TH POINTS ALONG EACH SPAN Units are in ksi X/L Span 1 0.00 184.18 0.05 185.23 0.10 186.21 0.15 186.83 0.20 187.43 0.25 188.04 0.30 188.65 0.35 189.25 0.40 189.85 0.45 190.45 0.50 191.05 0.55 191.65 0.60 192.24 0.65 192.84 0.70 193.43 0.75 194.02 0.80 194.61 0.85 195.19 0.90 195.78 0.95 196.36 1.00 197.29 TENDON HEIGHT AT 1/20TH POINTS ALONG EACH SPAN = ==-=-_ Units are in inch X/L Span 1 0.00 10.00 0.05 9.28 0.10 7.91 0.15 6.70 0.20 5.65 0.25 4.76 0.30 4.04 0.35 3.48 0.40 3.07 0.45 2.83 0.50 2.75 0.55 2.83 0.60 3.07 0.65 3.48 0.70 4.04 • ! 0.75 4.76 ! 0.80 5.65 0.85 6.70 0.90 7.91 0.95 9.28 1.00 10.00