- 3in 3in 15 Q2 Determine If The Following Sections Are Stiffened Non Slender Elements Or Not Locally And Generally 1 (53.32 KiB) Viewed 21 times
3in. 3in (15 Q2: Determine if the following sections are stiffened (non-slender) elements or not, locally and generally? Determine the Maximum Load for the column in tension and compression on LRFD and ASD? Points) Yield Elasticity Length of Bot./Top Condition Section Strength Modulus Column (ksi) (ksi) (ft) W27x281 29000 16 M10x8 28000 14 S20x66 28000 22 HP16x162 29000 18 C10x25 29000 22 MC13x50 27000 20 L6x4xx9/16 32000 18 WT15x163 29000 20 ST10x48 28000 18 50 36 35 36 36 36 42 36 50 Fixed/Pin Pin/Fixed Pin/Pin Fixed/Pin Fixed/Fixed Pin/Pin Pin/Fixed Fixed/Fixed Fixed/Pin