Draw the shear force and bending moment diagram and label the values of the largest positive andnegative shearing forces and bending moments for the beams with overhang as shown in figure.1000 kgAR₁₁100 kg/cm100 cm-180 cm-✈BRB60 cm

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Answered: Draw the shear force and bending moment…

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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Upvote will be given. Please write the solutions legibly. Solve in 2 decimal places. 15 KN 20 KN/m 4m B 1m FIGURE 2 200 mm 50 100 mm 50 m 75mm 200 mm A. What is the maximum internal shear force of the beam in FIGURE 2? B. What is the maximum internal bending moment of the beam in FIGURE 2?
A beam of length 1.5 m has a rectangular cross section of width 50 mm and depth 200 mm. The beam is simply supported over a span of 1.0 m with an overhang of 0.5 m and carries a vertically downward load of 200 kN at the free end of the overhang. Calculate the deflection of the beam midway between the supports allowing for the effects of both bending and shear. Take E= 200000 N/mm² and G=70000 N/mm². What percentage of the total deflection is due to shear? Ans. 1.03 mm upwards, 8.7%.
Use the graphical method to construct the shear force and bending moment diagrams for the beam shown. let a=2.8m , b=5.6m , c=3.8m, P=20kN , w=45kN/m , and Q=10kN. a) What is the maximum shear force on the beam? Answer in kN, rounded off to 2 decimal placesb) What is the maximum bending moment on the beam? Answer in kN/m, rounded off to 2 decimal places
QUESTION 3 Use the three moment theorem to analyze the continuous beam shown in figure 3(a). Draw the shear force diagram and bending moment diagram, 120KN 40KN/m pod 1. 5m 1.5m 3m
2.0 m ㅏ F 3.0 m q 4.0 m The above freely supported light uniform beam of length 10 m carries a point load F = 45 kN and a uniformly distributed load q = 23 kN m −1 at the positions indicated. Find the shear force V (x) and the bending moment M(x) at the following points along the beam. Give your answers correct to two significant figures. At the point x = 4 m the shear force and bending moment are: V(4) and M(4) = KN kN m. At the point x = : 8 m the shear force and bending moment are: KN = V(8) and M(8) = kN m 1.0 m + -+
Solve the intermediate beam shown on the page using the slope deflection matter. Draw the deflected shape, free body diagrams, and the bending movement diagram for the structure with the maximas, minimas, zeros and their locations

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Draw the shear force and bending moment diagram and label the values of the largest positive and negative shearing forces and bending moments for the beams with overhang as shown in figure. 1000 kg A 100 kg/cm 100 cm- 180 cm- B RB 60 cm C