A 240mm diameter circular simplysupported beam carries a concentratedload, uniformly distributed load and atriangular load as shown in the figure.Using Area Moment Method, Solve thefollowing unknowns.Let P = 195KN, a = 2m, and the modulusof elasticity of beam is 100GPA.NOTE: WRONG SIGN IS WRONG.WRONG UNITS IS WRONG.wwBImIf the shear at a point 1m from the rollersupport is equal to-182.66666666667KN, determine thevalue of "w".kN/mDetermine the deflection at point 2nfrom the hinge support. (Note: Put anegative sign if the deflection is goingdown)III

The question is based on the simply supported beam subjected to uniform, varying, and point load.…

Answered: A 240mm diameter circular simply…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A cantilever beam, with a cross-section of an equilateral triangle with side 320mm, carries a concentrated load and uniformly distributed load as shown in the figure. Using Area Moment Method, Solve the following unknowns. Let P = 200KN, a = 1.2m, b = 4m and the modulus of elasticity of beam is 120GP.. NOTE: WRONG SIGN IS WRONG. WRONG UNITS IS WRONG. B A a b If the moment at a point 4m from the free end is equal to -2280KN-m, determine the value of "w". kN/m Determine the maximum defiection of the beam. (Note: Put a negative sign if the defiection is going down| Determine the deflection at point 4m from the free end. (Note: Put a negative sign if the deflection is going down)
3. Solve the following problem The following shaft is subjected to three torsional moments expressed as a fraction of T. Determine the maximum value of the T if the allowable shear stress is Tallow 80 MPa. Draw the torsion (torque) diagram along the shaft for that value of T, and determine the relative angle of twist between sections A and C (use a shear modulus G = 26GPa). = diameter d 60mm Tallow 80MPa G = 26 GP₂ Req'd: allowable torque T angle of twist of A relative to C PAIC Torsion diagram 1.2m 1.2m
The pin-jointed frame in the figure below has members of cross-sectional area A=1200mm² and young modulus of elasticity of 200.5 GPa. If a vertical concentrated load of 1200KN (downward) and horizontal force of 800KN (to the right) are applied at Point D. Determine: a. The vertical displacement at D in mm. b. The horizontal displacement at D in mm. c. The stress of AD due to actual loads in kN. d. The stress of AB due to horizontal unit load. e. The stress of BD due to vertical unit load. 4m B 3m C 3m F E
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To determine the state of stress in a solid rod using the principle of superposition. A solid rod has a diameter of e = 50 mm and is subjected to the loading shown. Let a = 190 mm, b= 220 mm, c = 310 mm, d = 220 mm, and P = 3.0 kN. Take point A to be at the top of the circular cross-section. (Figure 1) Figure < 1 of 2 ▼ ▼ Part A - Moment about the x axis at A M₂ = As shown (Figure 2), a cut was made at A to determine the resultant internal loadings. Determine the moment about the x axis, M, Express your answer to three significant figures and include the appropriate units
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1. The figure below shows a two simply supported beams and cross each other at 90 degrees on midspan. The length of the beams are both 3 meters long. At their cross-over point, both beams carries the load of 135KN. Use nominal dimensions and neglect the weight of the beam. Upper beam = 250mm x 300mm. Lower beam = 300mm x 300mm. a. compute the load carried by the lower beam. b. compute the bending stress of both upper and lower beam.
Structure analysis

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