A compression member is 8 m long and is pinned at the top and fixed at the bottom and is braced at midspan about its weak axis (axis with lower value of moment of inertia). The properties of the column section are as follows: Area Moment of Inertia, Ix Moment of Inertia, ly "Which of the following most nearly gives the maximum length of the column so that the proportional limit of 320 MPa will not be exceeded? Select the correct response: 10.79 m 8,129 mm² 178.3 x 106 mm4 18.8 x 10 mm4 16.62 m

A compression member is 8 m long and is pinned at the top and fixed at the bottom and is braced at midspan about its weak axis (axis with lower value of moment of inertia). The properties of the column section are as follows: Area Moment of Inertia, Ix Moment of Inertia, ly "Which of the following most nearly gives the maximum length of the column so that the proportional limit of 320 MPa will not be exceeded? Select the correct response: 10.79 m 8,129 mm² 178.3 x 106 mm4 18.8 x 10 mm4 16.62 m

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

PLEASE ANSWER ASAP THANK YOU
Topic: COMBINED STRESS - STEEL DESIGN
3. The roof truss is subjected to the loadings shown. Determine the force in each member and indicate if the members are in tension or compression. Approximate each joint as a pin. 200 N C 300 N 300 N 1.5 m B, D. 4 m 3 т H 3т G F 3 m 3 т o00 00 00 o oo 150 N Paint X ite
Determine the design moment capacity of the beam with given properties below. bf = 650mm bw = 350mm tf = 120mm d = 370mm d' = 100mm fc' = 34.5 MPa fy = 400 MPa As = 8 - 28mm bars USE NSCP 2015, Mu = kN-m
An 8 m long steel is simply supported at the left end and 2 m from the right end. It carries a total uniform load of 45 kN/m all throughout its length. STEEL DECIGON CIVIL ENGINEERING Beam properties: A= 11,500 mm² bf = 250 mm tw- 10 mm d === 350 mm If=: 16 mm 1x = 266 x 106 mm c) To strengthen the beam, 2- 200 mm x 10 mm cover plates, one at the top of the flange and the other at the bottom of the flange were added. What is the resulting maximum bending stress?
Q1: A simply supported reinforced conerete beam has a cross-seetion as shown in the Figure 1. Using Working Stress Method to calculate maximum load (Wmax.). (Neglect self-weight), use fe=21 MPa and 6=420 MPa Wea 40 25 2m 6m- + 300 mm Figure 1 ك إضافة ملف
STATICS OF RIGID BODIES. PLEASE ANSWER ASAP THANK YOU FOR A RATE
Find the force member DE. DE = KN. Compression -6 6*4 > |100 kN 75 kN 75 kN D 25 kN -25 kN E 3 C 4 F В I K H 14 G Dimensions in meters
Answer upto three decimal places
Determine the maximum safe service live load that the beam can carry if the service dead load is 12 kN/m including the beam weight and based on the capacity of the beam section shown. Use fc'=40 MPa and fy=415 MPa. Top bars are 6-32mm and bottom bars are 3-28 mm, center to center distance between the bar layers is 108mm. 70 mm 108 mm 352 mm 7.2 mm 6.7 mm B A 70 mm 300 mm
Mechanics of deformable bodies
1.)Calculate the height of the neutral axis measured from the extreme compression fiber. 2.) Calculate the strength reduction factor for the given beam. 3.) Calculate the design moment for the given beam. Given b=9.25mm d=152.5mm d(prime)=32.5mm L=1.1m WsubD=6.25kn/m WsubL=8.25kn/m 4 25mm tension steel bars 4 12mm compression steelbars FsubC(prime)=28Mpa FsubY=420Mpa