A circular hollow section (CHS) member with steel grade S355, subjected to compression, is to be used as an internal column in a multi-storey building. The column has pinned boundary conditions at each end, and the inter-storey height is 4m. Classify the cross sections according to EC3-1-1. Figure below shows the cross section and the column condition d= 244.5 mm t= 10.0 mm A= 7370 mm Wely = 415000 mm? Wply = 550000 mm | = 50730000 mm* 4.0 m Section properties for 244.5x10 CHS

A circular hollow section (CHS) member with steel grade S355, subjected to compression, is to be used as an internal column in a multi-storey building. The column has pinned boundary conditions at each end, and the inter-storey height is 4m. Classify the cross sections according to EC3-1-1. Figure below shows the cross section and the column condition d= 244.5 mm t= 10.0 mm A= 7370 mm Wely = 415000 mm? Wply = 550000 mm | = 50730000 mm* 4.0 m Section properties for 244.5x10 CHS

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

Answer the following for the section at Point D Only Calculate the distributed load "w" that: Will cause the section crack Will cause the reinforcement to yield. Material Properties: F'c = 5000 psi Fy = 60000 psi Es = 29000000 psi Ln = 27 ft L wl₂² 16 wl,² 14 CD L wl,2 vl₁² 10 11 win² 16 h: 28 in A=4 in² b=14 in n d: 25 in
Of a reinforced concrete column under pure axial load given its cross-section dimensions, a) Determine the total longitudinal reinforcement area of the section you are reinforced according to the ratio of Ø18 reinforcements and the minimum reinforcement. b) Calculate the amount of axial load that the section can bear. m=1,n=4 Cover value will be taken as 35 mm. For the material, it will use C25/30 – S420
PLS ANSWER ASAP THANKS!
For a composite section attached, derive the equation for Y-bar assuming that the PNA is located in the flange of the steel beam. Hint: Balance the resultant forces through the section. Recall that Y-bar is the distance from the top of the steel flange to the PNA for any location with the PNA below the top of the steel flange.
A rectangular tied braced column is reinforced with 6-28mm bars as shown in the figure below. Check the adequacy of the column for the following gravity loads: - - - - - - Service dead load = 1050kN Service live load = 850 kN Service dead load moment = 39 kN-m Service live load moment = 27 kN-m top=bott. = 1.0 40 lu = 5.0m f = 27.6 N/mm², fy = 414 N/mm² axis of bending 500mm Ties 10mm@300c/c } 350mm At eccentricity of 40mm P M +40 + 500mm MU +40- P Top end Bott. end
Z1
How to solve this question step by step
Please answer the problem attached image. Using NSCP 2015 ,thank you.
A steel beam is welded at the left and loaded as shown below. It has a rectangular cross section (height=h, thickness=t) with L=1m, a=0.4 m, h=3 cm, t=1 cm, F=500 N, w=200 N/m. a. Find the factor of safety if the material is 1020 Steel that has been hot rolled (hint: ductile) using an appropriate failure theory b. Find the factor of safety if the beam is the materials is gray cast iron number 50 (hint: brittle) using an appropriate failure theory. а F W
use Philippines NSCP 2015 for reference
The answer is close to 60 Ksi. I need help showing the work to get the answer . Please include units. Thanks