Precast/tilt up wall
Precast/tilt up wall
(OP)
For a precast/sitecast wall supporting a large dead load, what deflection would you limit to? I think H/180, but cannot find this for sure. Thanks
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RE: Precast/tilt up wall
RE: Precast/tilt up wall
RE: Precast/tilt up wall
D+0.5L+0.7W
D+0.5L+0.7E
You can find these load combinations in Appendix C of ASCE 7-05.
Hope this is helpful.
strucguy
RE: Precast/tilt up wall
RE: Precast/tilt up wall