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Refer to the elevation plan and schedule of beam shown. Use girder 2B1 to layout the rebar. Compute and estimate: a. Create a rebar cutting list for stirrups needed for the three spans shown using 2B1. Consider the restrictions in tension zones.

Refer to the elevation plan and schedule of beam shown. Use girder 2B1 to layout the rebar. Compute and estimate: a. Create a rebar cutting list for stirrups needed for the three spans shown using 2B1. Consider the restrictions in tension zones.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Refer to the elevation plan and schedule of beam shown.

Use girder 2B1 to layout the rebar.

Compute and estimate:

a. Create a rebar cutting list for stirrups needed for the three spans shown using 2B1. Consider the restrictions in tension zones. 

8000 1 COLUMN SIZE = 500 x 500 mm USE CLASS "A" CONCRETE PROPORTIONS USING TYPE "B" STIRRUPS (3 LEGS) 8000 8000 1
Transcribed Image Text:8000 1 COLUMN SIZE = 500 x 500 mm USE CLASS "A" CONCRETE PROPORTIONS USING TYPE "B" STIRRUPS (3 LEGS) 8000 8000 1
BEAM DESIG. 2B1 DIMENSIONS (mm) B D 300 500 LEFT SUPPORT TOP 5-020mm BOTTOM 3-020mm SCHEDULE OF BEAMS REINFORCEMENT (mm) MIDSPAN TOP BOTTOM 3-020mm 4-020mm RIGHT SUPPORT WEB BARS TOP BOTTOM EA. FACE 5-020mm 3-020mm 1-016mm SIZE & SPACING OF STIRRUPS (B) Ø10, 1@50, 10 @ 100, REST @ 150 TO
Transcribed Image Text:BEAM DESIG. 2B1 DIMENSIONS (mm) B D 300 500 LEFT SUPPORT TOP 5-020mm BOTTOM 3-020mm SCHEDULE OF BEAMS REINFORCEMENT (mm) MIDSPAN TOP BOTTOM 3-020mm 4-020mm RIGHT SUPPORT WEB BARS TOP BOTTOM EA. FACE 5-020mm 3-020mm 1-016mm SIZE & SPACING OF STIRRUPS (B) Ø10, 1@50, 10 @ 100, REST @ 150 TO
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