4. the influence line shown in Fig. 1-4 represents the shear at point B, if concentrated loads (40 kN and 50 kN) are applied just to the right of B and at D, respectively in addition to applying uniform distributed load (25 kN/m) over the portion BD, the magnitude of shear is equal: A-74.5 KN B-85.75 kN) C-112 kN D-100.75 KN fat 1630

4. the influence line shown in Fig. 1-4 represents the shear at point B, if concentrated loads (40 kN and 50 kN) are applied just to the right of B and at D, respectively in addition to applying uniform distributed load (25 kN/m) over the portion BD, the magnitude of shear is equal: A-74.5 KN B-85.75 kN) C-112 kN D-100.75 KN fat 1630

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

PROBLEM 5.63* 18 mm 2 kN/m Beam AB supports a uniformly distributed load of 2kN/m and two concentrated loads P and Q. It has been experimentally determined that 36 mm the normal stress due to bending in bottom edge of the beam is IA D -56.9 MPa at A and –29.9 MPa at C. Draw the shear and bending- moment diagrams for the beam and determine the magnitudes of the loads P and Q. 0.1 m 0.1 m 0.125 m
Determine the maximum bending and shearing stresses developed in the beam 5. Ans.: (o)max = 149.45 MN/m? (O)max = 290.1 MN/m? (t)max = 5.77 MN/m2 %3D 10 kNim 200mm 20 kN.m B 2m A 4m 50mm Beam cross-section
Question 1 Determine the maximum negative shear at E (in kN) due to dead load of 3 kN/m and the two concentrated live load as shown. Input magnitude only. hinge hinge r. 10 kN 6 kN C E 10 m 6 m 3 m 3 m 2 m
respect to point A. 14 KN of the force system shown in Fig. (1) with 60 kN axm 3 18 m 400 kN.m R5em Fig. (1) 2 1 12 m A
A uniform load 119 kN/m is acting downward and supported by an upward uniform pressure of 51 kN/m as shown in the figure below. + 1.0m 1.5m 2.0m 1.5m 1.0m 119 kN/m 119 kN/m 51 kN/m Which of the following give's the maximum shear in the beam? Select the correct response: 51 kN 84 kN 32 kN 48KN Continue >
Determine the maximum shear stress in the T-beam at point C. 150 mm 10 kN/m T 150 mm 30 mm |C --30 mm 5m +₁. 3 m- -1.5 m-1.5 m- A B
Question 1 Determine the maximum negative shear at E (in kN) due to dead load of 3 kN/m and the two concentrated live load as shown. Input magnitude only. hinge hinge r 10 kN 6 kN В D 10 m 6 m 3 m 3 m 2 m
If the wide-flange beam is subjected to a shear of V = 30 kN, determine the maximum shear stress in the beam. 200 mm a. 4.62 MPa b. 4.48 MPa с. 1.65 МРа d. 1.99 MPa e. None of the above 30 mm 25 mm B 250 mm 30 mm 200 mm
Consider the cantilever beam subject to the concentrated load shown in Fig. below. Determine the maximum shearing stress due to V in the beam and also determine the shearing stress 25 mm from the top surface of the beam at a section adjacent to the supporting wall. 50 mm 50 kN 125 mm N.A. 2 m 58.7 mm 50 mm 200 mm
If w= 6 kN/m then the max shear force in magnitude (in value not sign ) below is y W L--x A -500 mm 300 mm
Determine the shear force at point A for the beam shown below. 90 kN 100 kN m 80 kN m 75 kN 4m- -6 m- -2 m-2 m- 75 kN Select the correct response, 40 kN 100 kN 55 kN 10 kN
A 5 simply supported beam ab supports a trapezoidally distributed poad. The intensity of the load varies from 25 kn/m at support A to 50 kN/m at support B. What is the reaction at suppirt A in KN?