The frame is subjected to a concentrated force of F = 1955 lb and a uniform distributed load of intensity w = 80 lb/ft. The force F is oriented vertically and is applied to body ABC directly above the location of joint B. Find the forces indicated below. C d ka*b* d g Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value a 5.6 ft b 6.5 ft 6.6 ft 6.9 ft 4.1 ft 9.8 ft 3.6 ft 9 hi h₂ At point B, member BGD exerts a force of B ABC. For all answers, take zas positive to the right and y as positive upward. 14 At point A, the pin support exerts a force of A ABC. At point C, member CDE exerts a force of ABC. Ell W C |||| 2013 Michael Swanbom 030 HY INC NA 2+ lbs on member lbs on member lbs on member

The frame is subjected to a concentrated force of F = 1955 lb and a uniform distributed load of intensity w = 80 lb/ft. The force F is oriented vertically and is applied to body ABC directly above the location of joint B. Find the forces indicated below. C d kab d g Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value a 5.6 ft b 6.5 ft 6.6 ft 6.9 ft 4.1 ft 9.8 ft 3.6 ft 9 hi h₂ At point B, member BGD exerts a force of B ABC. For all answers, take zas positive to the right and y as positive upward. 14 At point A, the pin support exerts a force of A ABC. At point C, member CDE exerts a force of ABC. Ell W C |||| 2013 Michael Swanbom 030 HY INC NA 2+ lbs on member lbs on member lbs on member

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

Upvote will be given. Please write the solutions legibly. Solve in 2 decimal places. 10 KN 10 KN 25 KN/m 20 KN/m 1m Im B Tm C Tm D 1 E 15 m FIGURE 1 A. What is the maximum internal shear force of the beam in FIGURE 1? B. What is the maximum internal bending moment of the beam in FIGURE 1?
Find relation between x and y
A portal frame shown in figure (not drawn to scale) has a hinge support at joint P and a roller support at joint R. A point load of 50 kN is acting at joint R in the horizontal direction. The flexural rigidity. El, of each member is 106 kNm². Under the applied load, the horizontal displacement (in mm, round off to 1 decimal place) of joint R would be Q P FIAT 5 m EI pole El 10 m R 50 kN
Determine the maximum shear and moment of the beam shown. Sketch the shear and moment diagram. Round off your final answer in 2 decimal places. Kindly upload the shear and moment diagram on the next page. Given: P = 10kN W = 28kN/m X1 = 1m X2 4m X3 1.5m X4 = 1.5m Maximum Moment = kN-m Maximum Shear = kN-m
Mechanics of Deformable Bodies Kindly answer it as soon as possible, our topics is stresses in beams. please answer it with comple solution and diagram. Thankyou
Explain
Please write the solution on paper.
From the figure, the dimension of the beam is 7 in height by 5.5 in width. a. Compute the slope at Ab. Compute the displacement at B
Using method of joints, calculate the force in member AC. Input a negative value if compression and positive value if tension. WRITE YOUR ANSWER IN TWO DECIMAL PLACES. 3000 N 40° 2m C B 3m A 4m
Need asap, pleasae include complete solution and if there is free body diagrams included. THank you
What is the BENDING MOMENT AT A? (Use 2 decimal places and refer to the question and solutions above.)
Calculate for the axial force in kN at member DC of the frame shown in figure 2 using Cantilever Method. Enter absolute value and use 2 decimal places in your solution. a = 49.5 kN, b = 32.8 kN, c = 4.2 m "a" kN H wwww "c" m "b" kN C K ww. "c" m "b" kN F "c" m 4 m 5 m A = 40 x 106 mm2 A. = 60 x 106 mm? A = 40 x 106 mm² FIGURE 2