Properties of the Wide Flange Section: gy tf = 61 mm bf d = 1,050 mm Iax = 14.734 x10° mm4 Iay = 715.918 x106 mm4 gx d tw tf 2a. Determine the location of the centroid of the built-up section measured from the top. 2b. Determine the moment of inertia of the built-up section with respect to the horizontal axis of its centroid. (Hint: Use the concept of transfer of moment of inertia.)

Properties of the Wide Flange Section: gy tf = 61 mm bf d = 1,050 mm Iax = 14.734 x10° mm4 Iay = 715.918 x106 mm4 gx d tw tf 2a. Determine the location of the centroid of the built-up section measured from the top. 2b. Determine the moment of inertia of the built-up section with respect to the horizontal axis of its centroid. (Hint: Use the concept of transfer of moment of inertia.)

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

Q4/ The rigid beam is supported by a pin at A and two steel wires BD and CE. Each rod has a diameter of d. If the load P on the beam causes the end C to be displaced h downward, determine the normal strain developed in wires CE and BD and the applied load P. Assume E seel = 200 Gpa and a= 1.5 m, b= Im, d=30 mm, h= 8 mm 2a
Determine the forces in members CG and GH of the symmetrically loaded truss. The forces are positive if in tension and negative if in compression. B 5 m A 77 Answers: CG= i GH = i -5 m 30° 5 m H -6 m L eTextbook and Media G L D -5 m L L L 2 E
Determine the force in member CG. The force is positive if in tension, negative if in compression. Assume F1 = 12 kips, F2 = 9 kips, F3 = 12 kips. %3D н 10° G 10' F 10' E 10' A B F, F, F, Answer: CG = i kips %3D
Determine the force in each member of the truss and state if the members are in tension or compression. Set P1 = 30 kN and P2 = 15 kN. 3m E B 3 m- 4 m
I need help solving this question. Can you please show all work including the work for finding the support reactions so I can follow along. Thank you
Soem
Determine the force in each member of the loaded truss. The forces are positive if in tension, negative if in compression. Assume F- 3190 N, a - 2.8 m, b - 5.6 m, 0 = 43°. B. a D b F Answers: AB - N AC - i N AD - i N BC - i N CD - i N
Determine the force in member BF. The force is positive if in tension, negative if in compression. B 26° 12 G 7.0 kips 3.5 kips 4.0+ 4.0- -4.0'- Answer: BF - 3.15 kips
e. Determine the marimum dis plac en ent at madspan of the following beam. 5KN
5 - In the plane truss system, whose loading condition is shown in the figure, there will be support reactions A and B, and rod forces 1,2 and 3. A is the fixed joint and B is the sliding joint. Loads on the beam P = 50 kN, All acute angles in the truss system are 45 degrees. Accordingly, S2 = ? a) 0B) 175C) 225D) 35.36E) 200
Determine the projected component of the force along the line OA.