Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...
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Question
Design a one way slab based on the figure shown below. the slab has a superimposed dead load 2.8kPa
![Activity 2
Problem
Design a one way slab based on the figure shown below. The
slab has a superimposed dead load 2.8 kPa and live load
of 2.4 kPa. Use 12 mm diameter bars. Also, use f'c=28
MPa and Grade 60 rebars. The typical beam width is 300
mm. the beam spacing for the exterior span is 4.2 m while
the typical beam spacing for the interior spans is 4.5 m.
A
C
4200 mm-
4500 mm-](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9563895d-7489-41fd-a683-d57e953b0b19%2F9e5fbe1f-e758-4536-8319-b034a8fc711f%2F31l50v_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Activity 2
Problem
Design a one way slab based on the figure shown below. The
slab has a superimposed dead load 2.8 kPa and live load
of 2.4 kPa. Use 12 mm diameter bars. Also, use f'c=28
MPa and Grade 60 rebars. The typical beam width is 300
mm. the beam spacing for the exterior span is 4.2 m while
the typical beam spacing for the interior spans is 4.5 m.
A
C
4200 mm-
4500 mm-
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