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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5b6d2e90-f469-4e70-84ea-72727c5d13c6%2Fabe910cb-2494-4bb7-a8f0-1858593aba8d%2Fptod95m_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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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