This is a nice design-style problem. Max shear will be 5 kips and max M 32.5...
This is a nice design-style problem. Max shear will be 5 kips and max M 32.5 k-ft (plot V and M to show this). Centroid is 8.700 inches up from base, l-162.51in4, max bending stress (at bottom of section, in tension) is 20.9 ksi, and max shear (at centroid) is 1.164 ksi. 19. The simply supported tee beam in orts a uniformly distributed downward itt over its central 10 ft. Its cross-sectional d Prob 6.10-19. ofw I kip/ft it kip/ dw vn in Fig. P6.10-19b. (a) Determine the maxi- ard load Prob in this beam. (b) Determine the s a Fig. "Prob. boards a sions are given son, flexural stress, ơmax, in this beam. (b s show maxi are suffi mum transverse shear stress, T, max. i.e, she psi. If th triangul Is the by this the bear 4 ft 10 ft 4 ft b 7.000 in. y 0.870 in. d 12.000 in. ▼ SHEAR 0.500 in. Prob. 6 made fro as shown zontal sh P6.10-19