1. Compute the design compression strength of a pin-ended W12x96 column section with unbraced lengths of...

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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 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 ½" A572 Gr. 50 side plates. 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 ½" A572 Gr. 50 side plates.