1. [25%] A 1 in. x 8 in. beam-column 60 in. long of negligible weight is subjected to the loading shown: (i) Find the ma
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1. [25%] A 1 in. x 8 in. beam-column 60 in. long of negligible weight is subjected to the loading shown: (i) Find the ma
1. [25%] A 1 in. x 8 in. beam-column 60 in. long of negligible weight is subjected to the loading shown: (i) Find the maximum tensile and compressive stresses acting normal to the section through the beam. Indicate which side is in tension and which side is in compression. Draw the stress diagram as a function of the beam depth at the location of maximum tensile and compressive stresses. Find the distance of the neutral axis from the top of the beam. 20 kip 32 kip- 32 kip 15 in. 45 in. 8" Beam-Column Section
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