Determine the shear and moment in the floor girder as a function of x as shown in Figure Ql. Assume the support at B is a pin and A is a roller. [Tentukan ricih dan momen bagi rasuk papak dalam fungsi x seperti dalam Rajah QI. Anggapkan penyokong B ialah pin dan A ialah roda.] (10 Marks/Markah) 6 kN 4 kN

Determine the shear and moment in the floor girder as a function of x as shown in Figure Ql. Assume the support at B is a pin and A is a roller. [Tentukan ricih dan momen bagi rasuk papak dalam fungsi x seperti dalam Rajah QI. Anggapkan penyokong B ialah pin dan A ialah roda.] (10 Marks/Markah) 6 kN 4 kN

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

Question 6 C B 2m 6m 40kN 3m 20kN Determine the force in members EF using Method of Sections.0 3m G 30kN 3m H
Determine The momants at the suppont A and jónt D D. Then draw t Shear f momed diagram for Tufroms. A ssume El is onstant
Conduct the force analysis of the structure for the given set of loads (shown in Figure 1), andprovide the following:3) Summarize the analysis results to indicate the critical sections of the truss and frameelements and the corresponding forces.
1-10. The boom DF of the jib crane and the column DE have a uniform weight of 50 lb/ft. If the hoist and load weigh 300 lb, determine the resultant internal loadings in the crane on cross sections through points A, B, and C. 5 ft 7 ft D B ||-2f1+ E 8 ft· •A F 300 lb
Method of Joints
Round off the final answer to three decimal places.
Find P and T
C B 2m 6m 40kN 3m 20kN Determine the force in members EB using Method of Sections.0 3m F 30kN 3m H
Determine the reactions of A & B for the steel bon and leasing as given abuming that 4.5 mm clearance exist bin the bar and the ground before the loads are applied. Assume E = 200 GPG. P₁ = 300 KN P₂ = 600 KN A₁ = 250 mm² A₂ = 400 mm² 5 R 4 3 2 1 & P VA 0 B P₂ 150mm 150m 150mm 150mm 4.Sm
Q6: If the cretical load for a Two ends fixed coulmn is 60 kN, what s the critical load for the other ends support conditions : ( show your . calculations ) a. One fixed end and one free end (flage pole )? b. Two ends pinned.? c. One fixed end and the other is pinned.?
Need only handwritten solution only (not typed one).