The beam shown is loaded with the triangular, rectangular and the 10kN point load. Find the resultant of the loads. Hint: Find first the resultant of the triangular load with a height of 25 kN/m and rectangular load with a height of 10kN/m by computing each of their areas. The resultants of these loads are each acting at the centroid of the area. A 3m 25 kN/m 101N [[ ] JORNIA Im

The beam shown is loaded with the triangular, rectangular and the 10kN point load. Find the resultant of the loads. Hint: Find first the resultant of the triangular load with a height of 25 kN/m and rectangular load with a height of 10kN/m by computing each of their areas. The resultants of these loads are each acting at the centroid of the area. A 3m 25 kN/m 101N [[ ] JORNIA Im

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

Subject: Statics of Rigid Bodiesshow your solution and graph too thanks
Note: careful with given dimensions. Give me right solution with clear calculations step by step. Don't copy from other experts solution
can someone give an example problem of this with solution.
A structure consists of two thin rectangular plates having the same dimensions (shown in figure) and same mass, m = 8 kg esch. The two plates are welded together to form a rigid body that may rotate in the plane. Determine, for this rigid body, the moment of inertia ly about the fixed point P. P is frised
SOLVE STEP BY STEP IN DIGITAL FORMAT Determine by the method of nodes the forces at which all the members of the following truss work. 5.5 K 8 pies 10 pies D 6 pies 3.5 K 8 pies 10 pies 40° A E
Solve for RA, RB, MA using Double Integration Method
Static engineering You Assume the values
Solve for a, j, area, and the centroid of the yellow region
Gate AB in Figure is hinged at A, has width b into the paper, and makes smooth contact at B. The gate has density ps and uniform thickness t. For what gate density ps, expressed as a function of (h, t, p, 0), will the gate just begin to lift off the botton B
These are points that undergo unknown displacements of the structure. Determinacy Joints Nodes Sections
Consider a straight beam of uniform section and total length L as shown in Figure 1. The beam has an intermediate support and is subjected to a uniform load w. You are asked to develop expressions for: a) The reactions at the supports b) The bending moment in any section of the beam c) The slope and deflection of the elastic W A C a B∞∞∞ Figure 1 b
Figure below shows a planar truss. The material is steel, E = 2 x 10¹1 Pa and the cross-sectional area of both the members is 0.01 m². Construct the global element equilibrium equations for each element. 3m B 10 KN 30° 4m