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Report 2007 NASPEC w/2010 Supplement[AISI S100/52-10] 4 Project: Date: 2/7/2017 Model: plimill _ Design Loads Wall Lateral Pressure=5.0 psf RO Lateral Pressure: Head/Sill Only 5` Lateral Element Forces multiplied by 1.0 for strength checks Lateral Forces multiplied by 1.0 for deflection determination Gravity Load at Header= 10 psf 1111 9' Jamb Studs Try 362S200-54(50), (2)Back-to-Back K-phi=0 lb-in/in Lm=None Maximum Moment Ratio=0.65 Jamb Fastener Spacing,a= 12 in Bending+Axial Interaction=0.69 14' Jamb Deflection=L/416 Base Reaction= 111 lb(unmodified) Upper Reaction= 181 lb(unmodified) Use 362S200-54(50),(2)Back-to-Back Jambs Flexural Bracing: None Axial Bracing: Head/Sill Header(Vertical) Try 6005162-43(33), (2)Back-to-Back Design Load=50.0 lb/ft End Reaction=350.0 lb K-phi=0 lb-in/in Lm=None Header Moment Ratio(Vert.)=0.51 Header Deflection(Vert.)=L/531 Use 600S162-43(33),(2)Back-to-Back Header(Lateral' Try 362T200-68(50), (2)Back-to-Back Header Moment Ratio(Lateral)=0.36 Header Deflection(Lateral)=L/373 Uniform Lateral Load=35.0 lb/ft End Reaction =245.0 lb Use 362T200-68(50),(2)Back-to-Back ti 1 Vitt Proof 9 i ''' .,. •.(1,, ,„.„. . ,r.tir Alt ' I' , Pt 10, t{q0 70 R. 'rkP F' 6/30 j I co..pmeg cuoc 1,..),4,:,i