List of Contributions

I have attached two pages from the Load and Resistance Factor Design Manual, Second Edition from around 98. I have a question on when Cb>1. They show two formulas for Lm. They have a condition for Lm to decide which formula to use, but I don't know how to apply to the condition unless I have plugged ...

I was a Warren Engineering student, so I might say something, because if you look at Warren college itself, it is just like a shipping container complex, only they built it in Blocks. Each Warren apt. was suitable for IIII = IV students and had the kitchen separated from the rooms; just like Richard ...

Chiming In! The situation is mainly the same situation for the engineer to develop the stress in a plate scenario. So, by accessing the platesandshells set up your limits in applying your finite element model then the thickness of your flat slab acts as a beam within the modes with which the stresses ...

ASCE 7-10 does develop forces on domes. Ref. 4.8.2, 7.6.4, 10.4.1, Fig. 27.4-2 and 30.4-7; or ASCE 7-16 27.3-2, 30.3-7. Also in the ASCE 7-10 Commentary, the discussion C.4.3.3 Partial Loading, commentary on Fig. 27.4-2 ...etc. Recommended: Taylor, T.J. (1991). "Wind pressures on a hemispherical dome." ...