2. A column having a length of 7m is to support a dead load of270 kN and a live load of 200 kN.Use Fy = 345 Mpa and E = 200GPa. Select the most economicalsection ifa. both ends are hinged.b. One end is fixed andthe other is hinged.IxIyIx221.9A(mm²) (mm) (mm) (10mm)W12x65 12,323 134.11 76.71W14x43 8,129 147.83 48.01W10x49 9,290 106.68 64.527,419 108.46 50.29178.6113.6W10x3087.4W10x336,265 106.68 49.2871.18↳SectionIy(10 mm)72.818.838.718.715.2

Length of column L =7 mDead Load = 270 KNLive load = 200 KNFy = 345 MpaE = 200 GpaAnswerTo select…

2. A column having a length of 7 m is to support a dead load of 270 kN and a live load of 200 kN. Use Fy = 345 Mpa and E = 200 GPa. Select the most economical section if a. both ends are hinged. b. One end is fixed and the other is hinged Section Ix Ty Ix 221.9 178.6 A (mm²) (mm) (mm) (10mm) W12x65 12.323 134.11 76.71 W14x43 8,129 147.83 48.01 W10x49 9.290 106.68 64.52 W10x30 7,419 108.46 50.29 W10x33 6.265 106.68 49.28 113.6 87.4 71.18 D Iy (10mm) 72.8 18.8 38.7 18.7 15.2

2. A column having a length of 7 m is to support a dead load of 270 kN and a live load of 200 kN. Use Fy = 345 Mpa and E = 200 GPa. Select the most economical section if a. both ends are hinged. b. One end is fixed and the other is hinged Section Ix Ty Ix 221.9 178.6 A (mm²) (mm) (mm) (10mm) W12x65 12.323 134.11 76.71 W14x43 8,129 147.83 48.01 W10x49 9.290 106.68 64.52 W10x30 7,419 108.46 50.29 W10x33 6.265 106.68 49.28 113.6 87.4 71.18 D Iy (10mm) 72.8 18.8 38.7 18.7 15.2

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

A rectangular post (40 mm x 80 mm) made of wood, the length of which is 5 m, supports the BC beam. Determine the maximum distributed load w that can be applied to the beam without causing the strut to buckle. Consider a factor of safety of 1.50 against buckling.
DETERMINE THE THE IS MAXIMUM SAFE SERVICE LIVE LOAD THAT THE BEAM CAN CAN CARRY IF SERVICE DEAD L O A D THE BEAM WEIGHT OF THE BEAM SECTION fy = 415 MPa. TOP BARS BOTTOM BARS ARE CENTER DISTANCE 12 KM/M INCLUDING AND BASED ON THE CAPACITY SHOWN. fc : 40 MPa AND ARE 6-32 mm. AND ARE - 3 - 28 mm. CENTER TO 3 BETWEEN THE USE 2015 NSCP Is 108 mm 00 0 0 300 G ט1 108 352 70. A (1 7.2m B TOP BAR LAYERS ↓ 6.7M C OM
Determine the Ultimate Moment Capacity of the given section with the following properties f'c=28 MPa fy=345 MPa Steel cover =d'=60mm
5 Decimal Places..
Calculate the force in member BG using a freebody diagram of the rigid member ABC. The force is positive if in tension, negative if in compression. E 10¹ F 10¹ G 15' KEN 10' 10' Answer: BG- i 750 lb lb
Pls answer asap