1. Determine the equations for slope and deflection of the beams shownby the direct integration method. EI = constant.a.b.2. Determine the slope and deflection at point B of the beam shownusing:a. Double-integration Methodb. Moment-Area Methodc. Conjugate Beam Method30 kN/m9mEl- constantE - 200 GPaI - 1250x 10mm3. Determine the location and magnitude of the maximum deflection ofthe beam shown using:a. Double-integration Methodb. Moment-Area Methodc. Conjugate Beam MethodPage 1 of 2Republic of the PhilippinesBangsamoro Autonomous Region in Muslim MindanaoPHILIPPINE ENGINEERING AND AGRO-INDUSTRIAL COLLEGE, INC.كلية الهندسة والزراعة والصناعة الفلبينيةPEACIDatu Gonsi St., Brgy. Lomidong, Marawi City, LDS250 kNBC6 m3 m-El = constantE = 200 GPaI = 462 (10) mm

Answered: Image /qna-images/answer/abe910cb-2494-4bb7-a8f0-1858593aba8d.jpg

1. Determine the equations for slope and deflection of the beams shown by the direct integration method. EI - constant. a. b. 2. Determine the slope and deflection at point B of the beam shown using: a. Double-integration Method b. Moment-Area Method c. Conjugate Beam Method 30 kN/m 9 m El - constant E - 200 GPa I - 1250s 10mm Determine the location and maanitude of the may imum deflecttion of

1. Determine the equations for slope and deflection of the beams shown by the direct integration method. EI - constant. a. b. 2. Determine the slope and deflection at point B of the beam shown using: a. Double-integration Method b. Moment-Area Method c. Conjugate Beam Method 30 kN/m 9 m El - constant E - 200 GPa I - 1250s 10mm Determine the location and maanitude of the may imum deflecttion of

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

100%

1. Determine the equations for slope and deflection of the beams shown
by the direct integration method. EI = constant.
a.
b.
2. Determine the slope and deflection at point B of the beam shown
using:
a. Double-integration Method
b. Moment-Area Method
c. Conjugate Beam Method
30 kN/m
9m
El- constant
E - 200 GPa
I - 1250x 10mm
3. Determine the location and magnitude of the maximum deflection of
the beam shown using:
a. Double-integration Method
b. Moment-Area Method
c. Conjugate Beam Method
Page 1 of 2
Republic of the Philippines
Bangsamoro Autonomous Region in Muslim Mindanao
PHILIPPINE ENGINEERING AND AGRO-INDUSTRIAL COLLEGE, INC.
كلية الهندسة والزراعة والصناعة الفلبينية
PEACI
Datu Gonsi St., Brgy. Lomidong, Marawi City, LDS
250 kN
B
C
6 m
3 m-
El = constant
E = 200 GPa
I = 462 (10) mm

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Derive the formula of the maximum slope and maximum deflection of the beam shown using Double Integration Method.
(a) Derive the equations for deflection of the beam segment BC and AB the following beam by the double integration method. (b) Locate the point of maximum deflection in BC and compute its magnitude. (Hint : derive the deflection equation for BC first).
Using double integration method