P kNВW kN/m12 mA5 m5 mDraw the shear, moment and axial force diagrams of the given frame.Assume P = 50 and w = 32.What is the constant axial force in member BC?

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Answered: P kN B w W kN/m 12 m A 5 m - 5 m Draw…

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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900 N 2. Determine the internal normal force, shear force, and bending moment in the beam at points B and C. The support at A is a roller and D is pinned. B 3 ft 3 ft с 800 lb/ft 8 ft
An overhang beam carries a distributed load "w" and a concentrated load "P". If the maximum negative shear is -383.86666666667KN and the vertical reaction of hinge support is 316.13333333333KN, determine the following unknowns. (DRAW THE SHEAR AND MOMENT DIAGRAM) Let L1 = 5m and L2 = 2m L1 L2 Solve the value of "w": kN/m Solve the value of "P": kN Solve the reaction of the roller support.
3. Determine the moment of the force F about point P. P A 360 mm 500 mm X x 2 m -3 m O 3 m 2 m 4. The magnitude of the force P is 250 N. Determine the moments of P about point O. A P 600 mm x 1 m Y F = {2i+ 4j6k) kN 3 m y
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Draw the shear and moment diagram with solutions.
determine: a. internal axial force b. internal shear force c. bending moment (N-m) d. Internal Torque (N-m)
2. Draw the shear and moment diagram of the structure shown below. Use P = 1O0KN and a = 2.5m. A В
PROBLEM 1: The beam shown below has a fixed support at A and a roller at B. El is constant. Use the FORCE METHOD to: ALLI a. Find all reactions (clearly show the value and direction of each reaction at each support) b. Draw the Shear (V) and Moment (M) diagrams (clearly show the peak values, signs, and location) 4 kip/ft A 8 ft B
From the given figure, what is the force at member BD in kN?
Shear ane Moment by Area Method Show diagrams. Determine the maximum positive shear force in kN. Determine the maximum negative shear force in kN. Determine the maximum positive bending moment in kN-m. Determine the maximum negative bending moment in kN-m. Determine the point of inflection from point C in meters.
900 N 2. Determine the internal normal force, shear force, and bending moment in the beam at points B and C. The support at A is a roller and D is pinned. B 3 ft 3 ft с 800 lb/ft 8 ft

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P kN B w W kN/m 12 m A 5 m - 5 m Draw the shear, moment and axial force diagrams of the given frame. Assume P = 50 and w = 32. What is the constant axial force in member BC?