The truss is subjected to the following unfactored loads: BHDL= 27.16 KN →; BV DL= 68.68 KN : CHD=36.55 KN →; CVDL= 59.55 KN ↑; BHLL 16.18 KN; BVLL-59.92 KN T; CHL= 38.96 KN; CVLL 88.02 KN T. 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)
The truss is subjected to the following unfactored loads: BHDL= 27.16 KN →; BV DL= 68.68 KN : CHD=36.55 KN →; CVDL= 59.55 KN ↑; BHLL 16.18 KN; BVLL-59.92 KN T; CHL= 38.96 KN; CVLL 88.02 KN T. 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)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Please help me with my homework and use ASEP Steel Handbook 2004 volume 1 Dimensions and Properties Third Edition, to find the AISC.
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
M 4111 oy Ay
D
POH PE
Expert Solution
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by step
Solved in 8 steps with 16 images
Follow-up Questions
Read through expert solutions to related follow-up questions below.
Follow-up Question
please help me where did you get the Rah and Rav in reactions and then the Pab and Pac , Pcd and Pbd in member of joints?
Solution
by Bartleby ExpertFollow-up Question
Can you please show me the full solution of Rah and RAV in the reactions and the PAB, PAC, PBD, AND PCD in the member of forces?
Solution
by Bartleby ExpertKnowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Recommended textbooks for you
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning