Fill the table. ConcreteWidthDepthLengthAverageAverageAverage Distance Maximum ApplicableModulus ofModulus ofPercentTrial No.StrengthRemarks(mm)(mm)(mm)Width, baveDepth, dave from support, aave Load (kN)Rupture (NSCP), fr Difference (%)CaseRupture, R(Мра)160150150450151.25150.00158.5038.2250150150450136.75150.00141.7535.36345150150450150.00153.67200.2533.68460150150450150.00151.13144.7837.72540150150450151.89153.16134.6234.91

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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

Fill the table.

Concrete
Width
Depth
Length
Average
Average
Average Distance Maximum Applicable
Modulus of
Modulus of
Percent
Trial No.
Strength
Remarks
(mm)
(mm)
(mm)
Width, bave
Depth, dave from support, aave Load (kN)
Rupture (NSCP), fr Difference (%)
Case
Rupture, R
(Мра)
1
60
150
150
450
151.25
150.00
158.50
38.22
50
150
150
450
136.75
150.00
141.75
35.36
3
45
150
150
450
150.00
153.67
200.25
33.68
4
60
150
150
450
150.00
151.13
144.78
37.72
5
40
150
150
450
151.89
153.16
134.62
34.91

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