What is this floor framing type? 30-0¹ Member Solid one- way slabs Colum Beams or ribbed one- way slabs Dea Simply supported 30-07 TABLE 9.5(a)- MINIMUM THICKNESS OF NONPRESTRESSED BEAMS OR ONE-WAY SLABS UNLESS DEFLECTIONS ARE CALCULATED 1/16 - Mark 05 One end continuous continuous Cantilever Members not supporting or attached to partitions or other construction likely to be damaged by large deflections 1/20 (24 (728 1/10 30-0¹ Minimum thickness, h /18.5 Both ends One-way slab Two-way flat plate Two-way slab Waffle slab 1/21 1/8 Notes: Values given shall be used directly for members with normalweight concrete and Grade 60 reinforcement. For other conditions, the values shall be modified as follows: a) For lightweight concrete having equilibrium density, w, in the range of 90 to 115 6/1, the values shall be multiplied by (1.65-0.005w) but not less than 1.00. b) For other than 60,000 psi, the values shall be multiplied by (0.4+ 4/100,000)

What is this floor framing type? 30-0¹ Member Solid one- way slabs Colum Beams or ribbed one- way slabs Dea Simply supported 30-07 TABLE 9.5(a)- MINIMUM THICKNESS OF NONPRESTRESSED BEAMS OR ONE-WAY SLABS UNLESS DEFLECTIONS ARE CALCULATED 1/16 - Mark 05 One end continuous continuous Cantilever Members not supporting or attached to partitions or other construction likely to be damaged by large deflections 1/20 (24 (728 1/10 30-0¹ Minimum thickness, h /18.5 Both ends One-way slab Two-way flat plate Two-way slab Waffle slab 1/21 1/8 Notes: Values given shall be used directly for members with normalweight concrete and Grade 60 reinforcement. For other conditions, the values shall be modified as follows: a) For lightweight concrete having equilibrium density, w, in the range of 90 to 115 6/1, the values shall be multiplied by (1.65-0.005w) but not less than 1.00. b) For other than 60,000 psi, the values shall be multiplied by (0.4+ 4/100,000)

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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