Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
1. Using Fy=50 ksi select the lightest W24 available for the service loads Pp = 300 k and Pr = 400 k. Lc= 8 ft. Use LRFD method only. 2. Select a suitable beam section for a simply supported beam by LRFD method. The span of the beam 20 ft. It carries a service dead load of 2 k/ft and service concentrated live load of 30 k at the center of the beam. Assume full lateral support. Use Fy = 50 ksi.

1. Using Fy=50 ksi select the lightest W24 available for the service loads Pp = 300 k and Pr = 400 k. Lc= 8 ft. Use LRFD method only. 2. Select a suitable beam section for a simply supported beam by LRFD method. The span of the beam 20 ft. It carries a service dead load of 2 k/ft and service concentrated live load of 30 k at the center of the beam. Assume full lateral support. Use Fy = 50 ksi.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
Question
Problem 2 and 3 are related
1. Using Fy-50 ksi select the lightest W24 available for the service loads Pp = 300 k and Pr= 400 k Lc= 8 ft. Use LRFD method only. %3D 2. Select a suitable beam section for a simply supported beam by LRFD method. The span of the beam 20 ft. It carries a service dead load of 2 k/ft and service concentrated live load of 30 k at the center of the beam. Assume full lateral support. Use Fy = 50 ksi. 3. Check the adequacy of the beam section of Q 2 for shear. 4. Check the adequacy of the beam of Q.2 from deflection criteria. The maximum permissible central deflection is 1/360 of the span. Use the following formula (from AISC manual given) for deflection calculation: I value is supplied in the last table. ML? A = CI, w (klft) C, = 201 (b) C, = 161 (a)
Transcribed Image Text:1. Using Fy-50 ksi select the lightest W24 available for the service loads Pp = 300 k and Pr= 400 k Lc= 8 ft. Use LRFD method only. %3D 2. Select a suitable beam section for a simply supported beam by LRFD method. The span of the beam 20 ft. It carries a service dead load of 2 k/ft and service concentrated live load of 30 k at the center of the beam. Assume full lateral support. Use Fy = 50 ksi. 3. Check the adequacy of the beam section of Q 2 for shear. 4. Check the adequacy of the beam of Q.2 from deflection criteria. The maximum permissible central deflection is 1/360 of the span. Use the following formula (from AISC manual given) for deflection calculation: I value is supplied in the last table. ML? A = CI, w (klft) C, = 201 (b) C, = 161 (a)
Expert Solution
steps

Step by step

Solved in 2 steps with 2 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Engineering drawing
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
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS