Please help me with my homework and use ASEP STEEL HANDBOOK 2004 volume 1 Dimensions and Properties Third Edition, to find the AISC. PLEASE SHOW COMPLETE SOLUTIONS AND DETAILS.
Please help me with my homework and use ASEP STEEL HANDBOOK 2004 volume 1 Dimensions and Properties Third Edition, to find the AISC. PLEASE SHOW COMPLETE SOLUTIONS AND DETAILS.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Please help me with my homework and use ASEP STEEL HANDBOOK 2004 volume 1 Dimensions and Properties Third Edition, to find the AISC.
PLEASE SHOW COMPLETE SOLUTIONS AND DETAILS.
Transcribed Image Text:Given:
01, TLO2
The truss is subjected to the following unfactored loads: BHDL= 27.16 KN →; BV DL= 68.68 KN T; CHD=36.55 KN →;
CVDL= 59.55 KN T: BHLL 16.18 KN; BVLL 59.92 KN T; CHL= 38.96 KN →; CVLL 88.02 KN ↑.
Required:
Using 1.20DL+1.60LL LRFD combo, design the system so that all tension members will give the most economical
AISC single angle (equal or unequal) for both Tensile Yielding and Tensile Rupture. Use welded connection for all
members and utilize A36 properties for the calculation. Also, a = 4.55m, b = 5.17m, c = 1.59m, d= 7.42m, and e=
9.71m. (Economical = Safe and Lightest AISC Single Angle)
A
d
a
B
b
C
e
D
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Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step 1: Introduction and Objective
VIEWStep 2: Determine support reactions for LRFD
VIEWStep 3: Calculation of inclination of Truss Members
VIEWStep 4: Evaluate member forces Using Method of Joints
VIEWStep 5: Evaluate member forces Using Method of Joints
VIEWStep 6: Truss member forces
VIEWStep 7: Design of member AB, CD, BC and AC
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