A beam ABC, having flexural rigidity El = 75 kN.m², is loaded by a force P = 1.2 kN at end C and tied down at end A by a wire having axial rigidity EA= 900 kN, as shown in figure below. Using the superposition method, calculate the deflection and slope at point C. A B 0.5 m 0.5 m 0.75 m D Answer: 5(mm)=5.244 e (rad)= 0.00279950X

Beam ABC is loaded by a uniform load q and point load P at joint C. Using the method of superposition, calculate the deflection at joint C. Assume that L = 4 m, a =2ra, q = 15 kN/m, P = 7.5 kN, £ = 200 GPa, and / = 70.8 X 106 mm4.

Solve using DIM. Previous answer here was wrong so please correct it.

For the beam and loading shown, use the double-integration method to determine (a) the equation of the elastic curve for the beam, (b) the slope at A, (c) the slope at B, and (d) the deflection at midspan. Assume that El is constant for the beam. Let Mo = 50KN-m, L= 4.5 m, E= 180 GPa, and I = 115x 106 mm4. Mo B Answer: (b) 0A = i rad (c) Og = i rad (d) vmid = i mm

DONT USE AI!!

Don't Use Chat GPT Will Upvote And Give Handwritten Solution Please

For a beam subjected to the load F at the center of the span as shown below, please 1. Find the maximum allowed load F, given a. Modulus of Rupture (MOR) of the material for the beam = 130 GPa b. Beam width b = 0.02m and depth d = 0.05m c. Span length L = 10m 2. If the maximum allowed load F is designed to be 40,000N, given all other conditions the same, what is the minimum MOR required for the material to make the beam? 3. If the maximum allowed load F is designed to be 50,000N, given all other conditions (MOR = 130 GPa) the same, what is the minimum depth d required? F b ✰ d ↓ D L

A 2 m B w = 24 kN/m Figure 1. An overhang beam with constant EI, and is being supported by a pin at A and roller at B, with a free end at C. 1m C Part 1: Use only the Area-Moment method. Draw the M/EI diagram with B as the reference point. Clearly Indicate the values (in terms of EI). 1. 2. Determine the slope at free end C with respect to B (in terms of EI). 3. Determine the deflection at free end C (in terms of EI).

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A beam of uniform rectangular section 200 mm wide and 300 mm deep is simply supported at its ends. It carries a uniformly distributed load of 9 KN/m run over the entire span of 5 m. if the value of E for the beam material is 1 X 104 N/mm2 , find the slope at the supports and maximum deflection. Give me complete solution based on the given above. Again I need to ask the same question since you gave me a wrong answer before.