The cross-sectional dimensions of the beam shown in the figure are a = 4.8 in., b = 6 in., d = 4.0 in., and t = 0.33 in. The internal bending moment about the z centroidal axis is M₂= -4.20 kip-ft. Determine (a) the maximum tension bending stress (a positive number) in the beam. (b) the maximum compression bending stress (a negative number) in the beam. a Answers: (a) maxT (b) Omax C= b y (typ.) a psi psi d

bint Pr X y Term ProjectCx y SURP 816: Phy X E TEC 3739 Gro x M V Lab Example E Foundation HV x Phase 2 Repor X A asulearn.appstate.edu/mod/quiz/attempt.php?attempt=3358733&cmid%3D2173348 as learn A ULC C3739-101_MATERIALS AND STRUCTURES III (SPRING 2022) ard/ My courses / Spring 2022 / TEC3739101-12999202210 (SPRING 2022) / HOMEWORK / Foundation HW - Part III (Due date: 04/04/2 n1 Please round to the nearest One (i.e., 1). No Comma! The results of a plate-load test in a sand soil are shown below. The size of the plate is 0.275m x 0.275m. If a square column foundation (5m x 5m) that should carry a load of 5000kN, what is the estimated settlement of the ed out of foundation? Load/unit area Settlement Load/unit area (kN/m?) (KN/m?) (mm) 800 200 400 600 200 6 300 10 400 13 500 20 20 600 29 30 40 50 60 70 Answer = mm MacBook Air Settlement (mm)

Could you just give me some assistance on part b please.  Thanks.

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