Answered: 24 KN/m 30 KN AC C B 3 m 5 m 3 m

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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Similar questions

-; For the frame shown below, determine the degree of indeterminacy and compute the reactions at D. El=constant. 33 KN/m B 5 m 6 m D 2 m О KN 2 m A
Draw the bending-moment diagram and compute the reactions. E and I are constant. Consider only bending deformation.
Determine the displacements and the slopes at the nodes, the forces in each element, and the reactions. 10 ft 2 10 ft 4000 lb/ft 3 E = 29 × 106 psi I= 150 in.4
Set-up the overall stiffness matrix necessary to compute the nodal displacements at B and C. Compute the member forces of AB and BC and then determine the reactions at A and C. El=constant. 30 KN/m A 6m B 4 m
Use X = 137 Y = 37 A = 6 B = 8 C = 1
80 mm, A E -170 mm B D C 125 mm 75 mm Problem 06.085.a - Frame with 2-force member Determine the components of the reactions at A and E if a 930-N force directed vertically downward is applied at B. The components of the reaction at A are: Ax = lb- Ay = lb t The components of the reaction at E are: E₁= lb→
4. Solve for the reactions R. and Re in the following situation 20 3⁰ 7 kip 9⁰ RB 6⁰ n 3 kip
Draw the state of stress at point D on an infinite small element. Point D is located just to the left of the 10-kN force. 10 kN 100 mmi 30 2 m 300 mm 100 mmE 100 mm
Solve for the reactions, the midspan deflection, and the slope at the midspan. Use E = 70 GPa and I = 100 x 106 mm4 Final Equations with value of C1 and C2 EIy'' = EIy' = EIy = RA: RB: MA: Deflection: Slope:
A load P is supported by a structure consisting of rigid bar ABC, two identical solid bronze [E = 14800 ksi] rods, and a solid steel [E = 32200 ksi] rod, as shown. The bronze rods (1) each have a diameter of 0.68 in. and they are symmetrically positioned relative to the center rod (2) and the applied load P. Steel rod (2) has a diameter of 0.54 in. Assume L1=50 in and L2=81 in. If all bars are unstressed before the load P is applied, determine the normal stresses in bronze rods (1) and steel rod (2) after a load of P = 21 kips is applied. (2) (1) L2 (1) |L1 B P.

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