Problem 1. A 2-span beam is subjected to P1= 150 KN, w1= 25 KN/m and w2= 35 KN/m as shown. Required: Moment reaction @ E and vertical reactions @ supports A & B using Method of Members. A 2m P1 1m W1 B PIN 4m C 5m W2 D 3m E

Q: Design the W14 section column AB of the frame shown. Assume it is unbraced along the x axis and…

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Q: What is the maximum absolute shear in the following beam? Use L = 20, a = 4, b=4, P₁ = 4, P2=5, and…

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Q: 15 kN F E D 6 m A B C E8 m-8 m–

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Q: H.W3: For the over-hanged beam given in figure below. Design the longitudinal steel reinforcement at…

A: Solution Given Data f'c=28 MPafy=420 MPaϕbar=22 mmϕstr=8 mm

Q: What is the maximum absolute shear for the following beam and load group? Use L = 19, a = 3, b = 3,…

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Q: *24 Solve Prob. 2-3 with a = 10ft, b = 15 ft. 2-5. Solve Proh. 2-3 with e = 75 f,b = 20f.

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Q: Calculate for the following member forces of the frame shown below using Portal Method. a. Shear at…

A: Given data:

Q: F A b F BY a a F D b F If F=3kN, a=3m, b=4.5m, and c-6m. Determine the force in members BD, CD, and…

A: F=3kNa=3mb=4.5mc=6mTo find force in member BD, CD, CE

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.