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1. Compute the design compression strength of a pin-ended W12x96 column section with unbraced lengths of 20 ft. and 50 ft.. Show all your

1. Compute the design compression strength of a pin-ended W12x96 column section with unbraced lengths of 20 ft. and 50 ft.. Show all your work. 2. Now compute the design compression strength of a pin-ended W12x96 column section with side plates, as shown below, with unbraced lengths of 20 ft. and 50 ft.. W12x96 " A572 Gr. 50 side plates.

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