2 kN 3 kN/m A 3 m B 3 m C
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- 4. Evaluate the limit. SHOW WORK!!! 3e3x – 3 – 9x lim x→0 7x2TO 14 A B Criven: L₁ = cm L2 = (0,85, -35 > cm 13 144 F₁ = KN Fu = < 25, -25, -357 kN Find moment of force about o along line ŌA in unit KN-mY. 3.5 314 1. The cross section shown in the figure is a structural member known as a z- section.Compute the following: (1) cross sectional area, (2) centroidal moment of inertia,lxo. And (3) centroidal moment of inertia, Iyo. 2.625 6-4.5 -X, -3/4 314] 3/4 '1.375 3.5
- I5KN Draw and label the V and M diagrams. Fill in the blanks. Find M- max and the equations for q, V, and M in the region 3Y Given: X x1 x2 . x1 = 15.35 mm • x2 = 16.74 mm . x3 = 16.10 mm .y1 = 19.32 mm y2 = 20.55 mm y3 = 16.37 mm mie x3 sterren T y3 y2 y1 Find x & y centroidlove 2uomn x=? →☆=322-22m- 1 600 mn 221 2 uumn5.13 The shallow foundation shown in Figure 5.29 measures 1.5 mx 2.25 m and is subjected to a centric load and a moment. If e, = 0.12 m, e, = 0.36, and the depth of the foundation is 0.8 m, determine the allowable load the foun- dation can carry. Use a factor of safety of 4. For the soil, we are told that the unit weight y = 17 kN/m³, friction angle o'= 35°, and cohesion c' = 0.Can you answer d through f on the question?4.29 (Ans. VA = 68.96 k 1, VB = 157.79 k ↑) A 80 k 100 k 30 ft 4.30 50 40 ft ft -120 ft- B 40 ft 60 ft 60k 30 k ↓↓ Hinges 30 20 30 ft ft ft -80 ft- 200 ft- Hinges 60 ft C 50 k 40 ft 4 klf D -80 ft- -120 ft- 4.34 2 40 ftSEE MORE QUESTIONS