Take a 19 in. and 0 = 45°. (Figure 1) Figure 8 in. 8 in.-- 2 in. 2 in. 2 in. 1 of 1 Part A Determine the moment of inertia Iu for the beam's cross-sectional area. Express your answer using three significant figures. 15| ΑΣΦ ↓↑ vec Iu = Submit Part B Request Answer ? Determine the moment of inertia I, for the beam's cross-sectional area. Express your answer using three significant figures. in4

Take a 19 in. and 0 = 45°. (Figure 1) Figure 8 in. 8 in.-- 2 in. 2 in. 2 in. 1 of 1 Part A Determine the moment of inertia Iu for the beam's cross-sectional area. Express your answer using three significant figures. 15| ΑΣΦ ↓↑ vec Iu = Submit Part B Request Answer ? Determine the moment of inertia I, for the beam's cross-sectional area. Express your answer using three significant figures. in4

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

Hi, please help me answer this question. Please write clearly. Thank you!
Determine the Horizontal Deflection at B of Frame shown in inches unit. Use the Virtual Work Method. Distances are in feet. Show complete Solutions 18k/ft 12k/ft YHINGE 1 D 15k 21 5 1.51 1.51 3 E= 29x10' ksi I= 40 in 4 1. What is the Horizontal Reaction at A? [ Select ] 2. What is the Vertical Reaction at A? [Select] 3. What is the Horizontal Reaction at E? ISelect ] 4. What is the Vertical Reaction at E? [Select] 5. What is the Horizontal Deflection at B? I Select ]
Determine the maximum deflection for the beam shown in figure below by the conjugate-beam method.
Determine completely the deflection and rotation at point C of the beam shown using: 1.) Double Integration 2.)Area moment 3.) Conjugate method Just pick two method. Given: E=200 GPa |=250x10^6 mm^4 w=10KN/m L1=6m L2=4m w (kN/m) A В Li L2 RA RB
Deflection is 0.196 inches explain how.
Solve using conjugate beam method
Civil Engineering An overhanging beam is loaded as shown below. Calculate the deflections under the two loads 80KN and the slope at D in terms of El using Macaulay's method. El is constant. 80KN 120KN 80KN A + 2m 5m 3m D 2m Figure 1
The cantilever beam is a 10 in length carbon steel bar, with a diameter of 1 in. And it is charged by a force F = 100 lbf.A) A Find the maximum deflection using the method of virtual forces, including that resulting from shear.B) What error will be introduced if the shear is disregarded?
Determine the deflection at point C of the beam shown by Virtual Work Method
please solve using DOUBLE INTEGRATION METHOD
Using Virtual Work Method
2. Use the conjugate-beam method to determine the slope and deflection at point B of the beams shown in the figure. 50 kN A 6 m B 90 kN ↓ C 9 m El= constant E = 70 GPa I = 95 (106) mm4 9 m D EXCE