k. Pf The Maximum Moment is 12765.9 kft W= 200 #/FT. Draw the Shear and Moment Diagram for the simply supported beam with a Uniformly Distributed Load. Based on your diagram answer the following: 1. The Maximum Shear is ______ ✓ ✓ L=26¹ kft kft. You should give the moment to a single decimal place e.g.

k. Pf The Maximum Moment is 12765.9 kft W= 200 #/FT. Draw the Shear and Moment Diagram for the simply supported beam with a Uniformly Distributed Load. Based on your diagram answer the following: 1. The Maximum Shear is ______ ✓ ✓ L=26¹ kft kft. You should give the moment to a single decimal place e.g.

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

Consider the beam shown below. Take P = 5 kip and w = 1.7 kip/ft. Point E is just to the right of the 5-kip load. Follow the sign convention. a) Determine the normal force at point D. Express your answer in kilopounds to three significant figures. b) Determine the shear force at point D. Express your answer in kilopounds to three significant figures. c) Determine the moment at point D. Express your answer in kilopound-feet to three significant figures.
Determine the resulting moments at the supports of the continuous beam shown below due to the given loads and a 15mm settlement of the support at C. Draw the shear and moment diagrams and sketch the elastic curve. E=200,000 MPa and I=190 x 106 mm4. THREE-MOMENT EQUATION 6KN/m 10KN 4kN/m Bfir 2 15mm 3 6m 4m 2m
The beam shown n the umage below ies on the ground e supporss the load Shown. Assuming the upward reaction of the ground is uniformy di sterbed,then: •wnat are the equations for the shear & bending-moment Curves. • what is the maxmum absolute value of the bending moment. CLx-x") wo wこ 3
Consider the beam shown below. Take P = 5 kip and w = 1.7 kip/ft. Point E is just to the right of the 5-kip load. Follow the sign convention. a) Determine the normal force at point E. Express your answer in kilopounds to three significant figures. b) Determine the shear force at point E. Express your answer in kilopounds to three significant figures. c) Determine the moment at point E. Express your answer in kilopound-feet to three significant figures.
4. A rigid beam fixed at O is loaded by an nth degree spandrel having a vertex at B. a. Determine the shear functions. Use the fixed end as the origin and set rightward and upward as positive directions. Express your answers as V(x)={shear expression} without simplifying {shear expression}. Show all FBDS used b. Draw the shear diagram c. Draw the moment diagram d. If the magnitude of the maximum moment is 20.25kNm, determine the degree of n. 3m 3m A B +x kN 5 no m
Study the figure below. Use the shear and moment diagram. A. Calculate the maximum shear.B. Calculate the maximum moment.
A B 3 m 1.5 m A. Draw the shear force and the bending moment diagrams, V and M for the simply supported beam under the given loading condition. B. If the beam is subjected to the internal moment of M forming an angle of 600 with the horizontal z axis as shown in the beam cross section, determine the maximum bending stresses acting over the cross section (at points A and B) and the orientation of the neutral axis. Beam cross section M y 100 mm 60 M 100 mm 50 mm 12 kN/m A 50 mm 200 mm 2. 60° B A
400 N/m Mc 600 N B 4 m C 1.5 m -1.5 m- Q5- The Figure shows a frame that is pin-supported at A and C and has an internal pin at B. The frame is subjected to concentrated force = 600 N, uniformly distributed load = 400 N/m and a couple moment Mc = 500 N.m Determine following: (a) The components of the internal force at pin B are: Bx .. kN By kN (b) The Force Reactions at the supports are: Ax- kN Ay kN Cx• k N Cy. k N
W A B L- The propped cantilever beam above is subjected to a linearly-varying load, as shown. El is constant. Which of the following is closest to the vertical force reaction at point A? 0.333 w-L 0.25.w L 0.50-w-L 0.10 w-L
Draw the shear and moment diagrams of the beam shown below using three-moment equation. 120 kN 120 kN 150 kN A C E В D F 6 m- 4 m- 6 m- -4 m -4 m- -4 m I 21 E = 200 Gpa I = 500 (106) mm4 2.
4. A rigid beam fixed at O is loaded by an nth degree spandrel having a vertex at B. а. Determine the shear functions. Use the fixed end as the origin and set rightward and upward as positive directions. Express your answers as V(x)={shear expression} without simplifying {shear expression}. Show all FBDS used b. Draw the shear diagram Draw the moment diagram d. If the magnitude of the maximum moment is 20.25kNm, determine the degree of n. С. Зт B 3m A +x kN 5- n° m
Figure shows a simply supported beam that is loaded with the point loads of 100 kN at B and C. The cross section of the beam is showm in the figure. Determine the maximum shear and moment along the beam.