DATE.Kiara Maristell ReyasCIE 13 Main 3Situation 2: Beam ABCDEFG below is sibjeckd to multiple loadsas show The total length o the beam is |om. Analyze the beamcompletely-Soro min2000 mm20D0 Mm3 Detenmine the shear equation for seghet B-e24.Deteranine t moment eguahby segact C-D5 Determine thhe maximunmhegotive momentnegotve imoment6-Detormine the maximum posIHve sliears1 Determine the maximumpostive moment& Deter mine the moment eguoton for segment A-BF-G9. Deter mine Hhe eament equation at segmentT0 Determine the vertical reaction at F

As per bartleby guidelines, only 1st 3 parts among multiple parts questions need to be solved.…

Situation 2: Bean ABCDEFG below is subjeckd to multiple loads as show The total length the beam is lom. Analyze the beam completely- 3KN Soromin 20D0 Mm o ohm 200d mm 3 Determine the shear equation fer seghent B-C 24.Determnine the bmoment eguahby segnet C-D 5i Determine the maximuna negptive bmoment

Situation 2: Bean ABCDEFG below is subjeckd to multiple loads as show The total length the beam is lom. Analyze the beam completely- 3KN Soromin 20D0 Mm o ohm 200d mm 3 Determine the shear equation fer seghent B-C 24.Determnine the bmoment eguahby segnet C-D 5i Determine the maximuna negptive bmoment

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

Maximum principal stress
Determine force in rod ab
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
Use the subsne member to make a compieneanlyss of e comples uss shown 25kN d 3m 25KN 4 m e1.5 m 2 at 4 m = 8 m
please include the FBD
HW A Solid Steel bar of dlameter 6omm andlengtj2. 350mmis p laced inside analuminum cylinderof Insie diameter Fommm and out side dlameter lomm, a compressive load of loo0 law is applled on the assembi n find the stresses in the barand the cylinder? take e Est= 200GPA and EAl= FoGla- SAL? D=u.25 %D লি Cover Plate 0.25mm di 350mm A lum. cylinder Steel bar
Engineering analysis Deflection of beam-column Second and higher order linear
How did they get the FFG in this question? It seems like there is a missing value
It is not graded question and it is complete question.Plz, solve it for your understanding.Structural Analysis-2Plz, write as this process: Given Data Required solution Results Attempt Neat and Clean with proper diagrams
please do it as soon as possible it's a request
I need answer within 5 minutes please please with my best wishes
determine the properties of the built-up section