Specifications (2) DIMENSIONS:
unit height Hu = 33.4 in i
hp, r.
. unit c.g. ht. Hz = 17.25 in — $— _
unit width L1 = 46.8 in W' T
unit length L2 = 74.4 in `�
s
curb/sleeper ht. He = 14 in
adaptor height Ha = 3 in
vi
WEIGHTS:
1 lt
unit weight Wu = 537
adaptor weight Wa = 60
curb/sleeper wt. We = 100
total weight W = 637
SEISMIC: asce7-10 sect 30.3 i
ap = 2.5 fr, Fiv
Rp = 6 2.u,,4 'I
1p = 1 V
h = 15ft. T
z = 15 ft. _
eq.13.3-1 Fp = 242 lbs
not to exceed Fp(max) = 775 lbs i;
greater than Fp(min.) = 145 lbs
V1 = 121 lbs per side
V2 = 121 lbs per side
. overturning M = 8291 Ibin
resisting M1 = 14905.8 'bin
resisting M2 = 23696.4 Ibin
4,0 PRO•
• req'd anchorage Ti = 0 lbs ,c. .1G(NE•i S'd,>
req'd anchorage T2 = 0 lbs C? 4,t 'A py
4, ( _ 648•. I- ,r'
WIND: asce7-10 sect 30.5.2(simplified,low-rise bldgs) +'`.,,, ,.s,_.
zone = 1 fig.30.5-1 0 • ` tr
net area 1 = 10.86 ft2 % •e 27 1491' � •
net area 2 = 17.26 ft2 �'�D W 'CP' ''
k1 = 0
k2 = 1 I EXPIRES:I1 151
k3 = 1
kzt = 1
exp.factor = 1.35 fig.30.5-1
pnet30 = 21.2 fig.30.5-1
eq.30.5-1 pnet = 28.6 psf
Fwl = 494 lbs V1 = 247 lbs per side
Fw2 = 311 lbs V2 = 155 lbs per side
overturning M1 = 16916 Ibin
overturning M2 = 10640 'bin
2/3 resisting M1 = 9927 lbft T1 = 149 lbs
2/3 resisting M2 = 15782 lbft T2 = 0 lbs
QED PROPF
UNIT-TO-ADAPTOR: so� iyGt
no.of fasteners along ea long side = 3 ea
648
• no.of fasteners along ea short side = 2 ea •.» .�. ,
S7: •
governing shear in long direction(horiz) V1 = 247 lbs 4 ✓� 27 1Q ��
�
governing shear in short direction(horiz) V2 = 155 lbs 14'1) W Cp,Pk.k
governing shear for overturning shortways(vert) T1 = 149 lbs 1EXPIRES:1 31
ISI
governing shear for overturning longways(vert) T2 = 0 lbs
governing horiz shear per fastener . v = 123 lbs
governing vert shear per fastener t = 75 lbs 1/4"X 3"SIMP SDS
governing combined shear(horiz+vert) 44 bs 18 ga STEEL
Vallow=600 lbs>75 lbs OK
ADAPTOR-TO-CURB:
no.of fasteners along ea long side = 3 ea
no.of fasteners along ea short side = 2 ea
governing shear in long direction(horiz) V1 = 247 lbs
governing shear in short direction(horiz) V2 = 155 lbs
governing shear for overturning shortways(vert) T1 = 149 lbs
governing shear for overturning longways(vert) T2 = 0 lbs
governing horiz shear per fastener v = 123 lbs
governing vert shear per fastener t = 75 lbs
1/4"X 3"SIMP SDS
• governing combined shear(horiz+vert) 44 bs 18 ga STEEL
CURB-TO-ROOF: (EXISTING) Vallow=600 lbs>75 lbs OK
no.of fasteners along ea long side = 4 ea
no.of fasteners along ea short side = 4 ea
governing shear in long direction(horiz) V1 = 247 lbs
governing shear in short direction(horiz) V2 = 155 lbs
governing shear for overturning shortways(vert) T1 = 149 lbs
governing shear for overturning longways(vert) T2 = 0 lbs
governing horiz shear per fastener v = 62 lbs
governing vert shear per fastener t = 37 lbs
governing combined shear(horiz+vert) 72 bs (existing connections) OK
note:analysis is conservative,using total
overall height and weights for calculations,
even though fastener forces are less at
unit-to-adaptor and adaptor-to-curb interfaces.