SHOWN IN THE FGUKE BELOWEx HI.HAS INTERIOR ColumpS THAT ARE SPACED 6.S m APART IN TWo PER PEN-DI CULAR DIRECTIONS IN THE CFLAT) ROOF LOADINE OF a.96 KN/mDETER MINE THE REDUCED LIVE LAD SUPPOR TED By A TYPICAL INTERIORCOLUMN LOATE0 AT THE GROUND LEVEL.A TWO STORY OFFICE BuILDING65me sm6.5m6 Sm

Live load : A live load is a phrase used in civil engineering to describe a load that changes over…

IN THE FIGUKE BELOW Ex H1. A Two STORY OFFICE BUILDING HAS INTERIOR ColuMNS THAT ARE SPACED 6.5 m APART 1N TWO PER PEN- DICULAR DIREZTIONS IN THE CFLAT) ROOF LOADING OF 0.96 KN/m DETER MINE TrHE REDUCED LIVE LOAD SUPPOR TED By 4 TYPIGAL INTERIOR COLUMN LOAT00 AT THE GROUND LEVEL. SHOWN 主士 6 5m I 6 sm 6.5m 6 Sim

IN THE FIGUKE BELOW Ex H1. A Two STORY OFFICE BUILDING HAS INTERIOR ColuMNS THAT ARE SPACED 6.5 m APART 1N TWO PER PEN- DICULAR DIREZTIONS IN THE CFLAT) ROOF LOADING OF 0.96 KN/m DETER MINE TrHE REDUCED LIVE LOAD SUPPOR TED By 4 TYPIGAL INTERIOR COLUMN LOAT00 AT THE GROUND LEVEL. SHOWN 主士 6 5m I 6 sm 6.5m 6 Sim

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

i%Vr l. مطلوب Untitled Sec.. F1 = 3 kN F2 = 11 kN 8- 60 F3 = 2 kN 1-30 A B 2 m 7m un F4 = 20 kN D a= 30° F5 = 2 kN 1] What is the resultant moment of the five forces acting on the rod about point B? a) 17.8 kN.m b) 20.4 kN.m c) 10.6 kN.m ) 30.1 kN.m d) 12.9 kN.m e) 27.1 kN.m 21 What is the resultant moment of the five forces acting on the rod about point E? a) - 21.7 kN.m b) -11.1 kN.m c) - 4.8 kN.m d) - 9.1 kN.m e) - 17.1 kN.m f) -27.3 kN.m 3] What is the moment of the force F1 about point D? a) - 5.8 kN.m b) - 21.2 kN.m c) - 25.6 kN.m d) - 9.9 kN.m e) 1- 8.1 kN.m ) - 26.1 kN.m 4] What is the moment of the force F2 about point E? a) 66.8 kN.m b) 25.4 kN.m c) 43.6 kN.m d) 62.9 kN.m e) 58.6 kN.m f) 23.1 kN.m Activate Windows 5] What is the moment of the force F5 about point B? c) - 4.8 kN.m Go to Settings to activate Wir e) - 11.1 kN.m a) - 19.7 kN.m b) -6.7 kN.m d) - 9.1 kN.m f) -2.3 kN.m ;The answer is [1 a II
6:18 Expert Q&A Done pls answer. rates immediately 1.) Which of the ff gives the approximate max. moment on member EF? 2.) Which of the ff gives the approx. moment at joint Е? 16 kN/m 16 kN/m 5 m
%06 O Take Quiz Exit Assume the area of the interior columns is twice the area of the exterior columns and the baseplates connecting all columns to the foundations can be treated as pin support, determine the vertical reaction (kN) at support A using cantilever method. 10 KN 30 KN IB ID El 5m 8m 8m 5m O 7.5 10.8 O Something Else
moment eqvation . Draw rhear p soive for hear and Mo184 emt, Consider 2. MDment DiIagram. 30 KN 4.0 m 4.0m ĝ. Compute the moment iner tia require ment to a beam rhow n 아 below Concidering bending moment , Iļ 4. 70 KN IM 5.O M IL 1.76 KN/M 6.0 M
Problem Number 5 h = 8 m LA 13. Calculate the force at member Gl O a. 13.13kN C O b. 13.13kN T O c. 15.15kN C d. 15.15kN T 1 kN 1 kN J B 1 kN F D E 5 kN 5 kN 5 kN 1 kN 1 kN K -6 panels @ 5 m = 30 m- H
11
I need it ASAP
-9un Tarihi Revizyon No Sayfa Sayısı 00 D=250mm Question 3) The spiral column given on the right will be constructed on site with adequate quality control using C30 concrete and B420C steel. The longitudinal bars are o16 and the spiral is o12 where the spiral spacing 1s s=75 mm. 300mm a) What is the ultimate axial load carrying capacity of this column? (5 points) b) What is the strength of this column for the second peak, i.e. after the crushing of the unconfined part of the column? (10 points) c) Based on the results you have found in part (a) and (b) comment on whether the column is adequately designed or not. (5 points) 3 300mm
1.Defenmine the åchrce poreerore on tfe reftaining Shswn no the fgure wall tafee Yw = 1OKAilm3 9. D-38°
angular, #1- The initialtelacaty ダ+the V. compourd pully B is Grads counter- clockwise ard weight E is decelevating at'the con stant kati 4120/s". wfat distance block A fravel before Coming, to hes?Fil also the displacanent Fitick E. 0,76 E
A ve tical rectangular gate 20m ulide and esm high is suhjecded to wader pressure on one side the woter Suface being ab the top of the gate The gate is hinged at the looltoug and is held by a horizonbul chain-at the top Colculate the tension in the chouin
3. Determine the magnitude and location of the total hydrostatic force acting on the inclined plane AB Paia - IS KAA 0-70m OIL ( 6* 0.0) 1.Om WATER 1-20m GLYCE RINE (so - 1-26) 30 Alelie is presenting