b. Identify and determine: i) Boundary/end conditions (support for the column/axial member such as fixed to the wall, pin supported and etc.). External axial load that act onto the column/axial member. Show all the calculations performed in order to estimate the axial load. Properties of the column/axial member (such as Young's modulus, yield/ultimate stress, proportional limit, cross section (provide figure), dimensions and etc.). ii) iii)
b. Identify and determine: i) Boundary/end conditions (support for the column/axial member such as fixed to the wall, pin supported and etc.). External axial load that act onto the column/axial member. Show all the calculations performed in order to estimate the axial load. Properties of the column/axial member (such as Young's modulus, yield/ultimate stress, proportional limit, cross section (provide figure), dimensions and etc.). ii) iii)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![b. Identify and determine:
i) Boundary/end conditions (support for the column/axial member such as
fixed to the wall, pin supported and etc.).
External axial load that act onto the column/axial member. Show all the
calculations performed in order to estimate the axial load.
Properties of the column/axial member (such as Young's modulus,
yield/ultimate stress, proportional limit, cross section (provide figure),
dimensions and etc.).
ii)
THOOR
iii)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F11a0e161-cb5d-4c74-846a-03c50b5df8a5%2F6e38561b-243a-4b5e-8657-eabdcedd6ae9%2Fldiwhtc_processed.png&w=3840&q=75)
Transcribed Image Text:b. Identify and determine:
i) Boundary/end conditions (support for the column/axial member such as
fixed to the wall, pin supported and etc.).
External axial load that act onto the column/axial member. Show all the
calculations performed in order to estimate the axial load.
Properties of the column/axial member (such as Young's modulus,
yield/ultimate stress, proportional limit, cross section (provide figure),
dimensions and etc.).
ii)
THOOR
iii)
![The column is fixed at both ends.
External axial load applied → F = 453.589 KN
Youngs modulus → E = 200 GP
Diameter of the column → d = 0.3048 m
Cross sectional area of the column → A = 0.073 m²](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F11a0e161-cb5d-4c74-846a-03c50b5df8a5%2F6e38561b-243a-4b5e-8657-eabdcedd6ae9%2Fo0bk44q_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The column is fixed at both ends.
External axial load applied → F = 453.589 KN
Youngs modulus → E = 200 GP
Diameter of the column → d = 0.3048 m
Cross sectional area of the column → A = 0.073 m²
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