T8 KN36KHT8KN13.5KNGComGiven a statically indeterminate truss lassume that diagonals cannot support acompressive fomd. Which of the following paast hearly gisec the foiceWhich ofin wember bH?the following most heat ly gires the forec in nember AH?レ

Answered: Image /qna-images/answer/7d44fc1d-67b5-4a9d-a324-6ad989c3d149.jpg

Given a statically indeterminate truss lassume that diagonals cannot support a Compressive çore. Which of the çolloming mast hearly ogivec the foice in wember bH? Which of the çollowing most hear liy gives the force in nember AH?

Given a statically indeterminate truss lassume that diagonals cannot support a Compressive çore. Which of the çolloming mast hearly ogivec the foice in wember bH? Which of the çollowing most hear liy gives the force in nember AH?

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

1)Complcte the foree くへ membeS each menberfor the truss showon below.State wwhether the are \へ tensio。 compressiion 1.5KM い5 kHln 44 15KM B 2.5KN 2. 55KN Sm
42/ Acylinder 4m diameter and smlong Yetains water on one Side fhe ylinder is Supported as Shown in Fieg Delermine the horizontal reachion at A aind the vertical B reaction af the cyinder (uerght 169.2 KN. S-Jan-2022
@0イるll 11:0P I lec-10.pdf A P= 47.25 N (8た*4 Safe load pa24.7YN Ab Hiw.3.1/Member Ac Shown in fig is subjected bo a verticul force of 3kN, find the position Xof the force so thut the strees in thesmothsupportciscqual be the average Lensile strees n the tie rad AB The rod hesacross-Sectioned area of40omm and the contect area at cis 65emnt averge compressive B 3KN 200 mm Hw 3-2/Findp Nalue for the fiqure shown below? 2P
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
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
Find EIy midway between the supports
-900N. m 900N.m C.C.W. 4 kN Draw F.B. D then find reactions at supports A and B take beam AB wieght 20K g B RBsin30 Ax 30° 30 RB 2 m Ay 6 m RBcos30 4m 4m. 20 x 9.81 G EMA = 0 %3D
Example 7,5 A symmetin three binged parabole uch losy nn er vim and a central vse of 6m The arch carries à distributed load which canes uniformly from 1 kN mat cach abutment to zero at mid-span Determme (a) The horizontal thout at the abormouTA h Maximum positive bending arcement in the nich
ZEA @ P 0:01 * Asiacell Iı. HW 2_Equilibrium.p.. HW Determine the resultant force at pins A, B, and C on the threc-mcmber framc. 2m 800 N 200 N/m 2 m H.W. Determine the horizontal and vertical components of force at pins A and D. D. 2m 03 m -1.5m- -1.5 m- 12 kN
10 kh 20 kn i - 3m • which of the Following nearly gives the reaction CkN) at the roller support. which Of the pollowing most nearly gives the force member ac and ad? which Of the following mast nearly gives the due to force in member cd down ward vertical virtual unit load at e ? • Which op the Follooing most hearly givec the vertical displacement Cmm )ate?
RUSH PLS!!
DETERMINIE THE T AHP THE MOMEHT OF IN ERTIN oF THE COMpooITE SECTIO St AI" * 14" TEEL oiER PLNTE 1 WEL DED To THE BOTTOM OF THE I-BEAM. FUR I. DEAM A- 18.3 IN? Iyェ1うろ。 IN+ „12 14