The frame shown in figure below is supportedon pivots at A and B. Each member weighs50 kN/m. Compute the horizontal reaction at Aand the horizontal and vertical components ofthe reaction at B.KAHS0X12)=6003CE600SO(10)=500200 kNRRov

To find the support reactions -

Answered: The frame shown in figure below is…

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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10. Determine the reaction at the roller support and draw the bending moment diagram for the beam and loading shown. The beam is W310X21 with E=190GPa and L=6m and load density of 2000N/m A DIOO ·L/2 L/2- IC -L12- B
Determine the reactions at A and B for the steel bar and loading shown in figure
A load P is supported by a structure consisting of rigid bar ABC, two identical solid aluminum alloy [E = 73 GPa] rods (1), and a solid bronze [E = 105 GPa] rod (2). The aluminum rods (1) each have a diameter of 11 mm and a length of L1 = 1.5 m. They are symmetrically positioned relative to middle rod (2) and the applied load P. Bronze rod (2) has a diameter of 21 mm and a length of L2 = 0.8 m. If all bars are unstressed before the load P is applied, determine the normal stresses in the aluminum and bronze rods after a load of P = 76 kN is applied to the rigid bar.
The reaction at the support A and B is?
3. Using the given figure below, determine the reaction of strut member DE and determine the reaction of pin at joint C (use member ABCD). - 2.5 m - 2.5 m 3.5 m C D F 1 m E 3 m 50 A 100 kN
A load P is supported by a structure consisting of rigid bar ABC, two identical solid aluminum alloy [E = 73 GPa] rods (1), and a solid bronze [E = 105 GPa] rod (2). The aluminum rods (1) each have a diameter of 8 mm and a length of L₁ = 1.5 m. They are symmetrically positioned relative to middle rod (2) and the applied load P. Bronze rod (2) has a diameter of 16 mm and a length of L₂ = 1.0 m. If all bars are unstressed before the load P is applied, determine the normal stresses in the aluminum and bronze rods after a load of P = 66 KN is applied to the rigid bar. L₁ A B Answer: 0₁ = i 38 02 i L2 (2) (1) (1) MPa MPa

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The frame shown in figure below is supported on pivots at A and B. Each member weighs 50 kN/m. Compute the horizontal reaction at A and the horizontal and vertical components of the reaction at B. RAH SOX12)=600 3 E C 600 50(10)=500 200 kN R Rav