The following beam is pin connected at point A and held by cable BDE. The beam supports a 80 kg mass at point C and subjected to non-uniform distributed load between E and C. Draw the free body diagram of the beam and calculate the support reactions at A and the tension in cable BDE. Make sure you draw FBD and show all required information to get full credit O) -2 m B 2 m E 300 N/m -1.5 m C

The following beam is pin connected at point A and held by cable BDE. The beam supports a 80 kg mass at point C and subjected to non-uniform distributed load between E and C. Draw the free body diagram of the beam and calculate the support reactions at A and the tension in cable BDE. Make sure you draw FBD and show all required information to get full credit O) -2 m B 2 m E 300 N/m -1.5 m C

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

A simply supported beam is 0.6 feet long, and has a distributed load of 8.9 kips/ft pointing in the negative y direction along the entire beam. First- find the maximum moment in the beam? HINT: You should draw the beam. QUESTION: If the y distance from the neutral axis to the furthest fiber in tension is = -5 inches, and the moment of inertia of the beam is 100 in4, then what is the bending stress in the beam? in psi? Give answer to 1 decimal point, and no units, such as 1250.1 (not 1250.1 psi)
Using the method of joints, determine the force in all truss bars. Indicate tension or compression.
Hi. Kindly answer this problem on Analysis of Structures and please also include the detailed free-body diagram. Thank you.
is strengthened by bolting two cover The wide-flange beam shown in Fig. plates 160 mm by 20 mm to the top and bottom flanges. If the maximum flexure stress is 140 MPa, compute the total force (a) in each cover plate and (b) in each flange. Neglect the weakening effect of the bolt holes. 160 mm 20 mm 20 mm 320 mm 20 mm €20 mm
2.1.8
ASAP ty
H4.
A steel column carries an axial load of 808 kN and a moment of 76 kN-m at the top and moment at the bottom which is only70% of the moment at the top. The two moments are in opposite direction and applied about the x-axis and the steel section has the following properties: A = 13080 mm2 rx = 109 mm ry = 94 mm Sx = 1200 x 103 mm3 K = 1.0 L= 3.6 m E = 200,000 Mpa Fy = 248 Mpa Use NSCP specification for compressive stress and Fb =148 Mpa. Determine the Allowable Compressive Stress.
calculate the forces in all members of the truss shown using method of joints joint c is a pin joint and joint d is roller joint
Pls ans within 5 mins
Pls ans within 10 mins