What is the maximum absolute shear for the following beam and load group? Use L = 21, a = 3, b = 4, P₁ = 2, P₂ = 4, and P3 = 4. TITIT L P2 P₁ P₂|||| α b P3

Given the truss and loading shown below, determine the stress at member Al if Pµ = 18.375 Kips and its area is 16 in². Assume that the truss are simply supported at joint M and E. Express your answer in ksi. Use three decimal places. L RM Pu N Pu LK Pu Pu 8@10' = 80' Pu B Pu Pu D J I H G F 8@10' 80' RE

anwser 2nd part

1. Illustrate the loading along BEHK subjected to service dead load of 5 KPa (including its selfweight) and service live load of 2.4 KPa. Use S = 3m and L=4m. 2. Calculate the maximum positive and negative moments using Approximate Method provided by NSCP. 3. Design the reinforcement and provide beam illustration. S S S A D G L B E H L C F L

A truss is loaded as shown in the figure. The cross- sectional area of each member is 500 mm^2. Hint: Use method of section in getting the axial forces. Use the guide cutting sections. L-6 m+6m- N 25 kN 8 m 50 kN - a 8 m 50 kN 8 m 50 kN 8 m B. 9. Find the axial stress in member HK O 35.34 MPa O 31.12 MPa O 33.34 MPa O 37.12 MPa Question 10 10. Find the axial stress in member HJ. O 125 MPa О 123 МPа O 127 MPa O 129 MPa

LAlogo_badge The allowable shear stress is Tallow = 9 ksi. (Figure 1) Figure Part A V 1 in. vec Submit VO VD ΑΣΦΙΚΗ 1 in. 3 in. Determine the largest shear force V that the member can sustain. Express your answer in kilopounds to three significant figures. Request Answer 1 in. 3 in. S < 1 of 1 C ? ( kip

how to solve this one fast please

! Required information Forces are applied at points A and B of the solid cast-iron bracket shown. The bracket has a diameter of 0.8 in. Take P = 2300 lb. 2.5 in. 600 lb y The principal stresses are: omax = ksi 1 in. A 3.5 in. Determine the principal stresses and the maximum shearing stress at point K. (Round the final answers to two decimal places. Input the answers with the appropriate sign.) Omin ksi The maximum shearing stress is ksi.

a.determine shear force and bending momenyt eqautions b. draw shear and bending diagrams

Solve using Fbd and equation. Have 30min only