4.4 Refer to the framing span diagrams from Architects' Studio Companion and answer the following questions: Depth of slab 10 254 mm 203 mm 102 mm SITECAST CONCRETE ONE-WAY SOLID SLAB 12 Span 16 55 m 24 73m The top chartisforsitecast concrete one-way solid slab construction, either conventionally reinforced or postensioned. For light to medium loads, read toward the right in the indicated areas. For heavy loads, read toward the left. Size slab depth up to the nearest % in. (10 mm). a. What is the acceptable span range (that is both minimum and maximum) for an 8-inch thick conventionally reinforced one-way concrete slab? b. What is the acceptable thickness range for conventionally reinforced one-way concrete slab having clear span of 15ft? C. What is the maximum permissible span for an 8-inch thick post-tensioned concrete one-way solid slab?

4.4 Refer to the framing span diagrams from Architects' Studio Companion and answer the following questions: Depth of slab 10 254 mm 203 mm 102 mm SITECAST CONCRETE ONE-WAY SOLID SLAB 12 Span 16 55 m 24 73m The top chartisforsitecast concrete one-way solid slab construction, either conventionally reinforced or postensioned. For light to medium loads, read toward the right in the indicated areas. For heavy loads, read toward the left. Size slab depth up to the nearest % in. (10 mm). a. What is the acceptable span range (that is both minimum and maximum) for an 8-inch thick conventionally reinforced one-way concrete slab? b. What is the acceptable thickness range for conventionally reinforced one-way concrete slab having clear span of 15ft? C. What is the maximum permissible span for an 8-inch thick post-tensioned concrete one-way solid slab?

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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+ „blackboard.com/ultra/courses/_96287_1/cl/outline Question Completion Status: 4 8 9 10 A two span beam subjected to shear and flexure only is reinforced as follows: SECTION @ MIDSPAN @ FACE OF SUPPORTS TOP BARS 2-020 mm 5-Ø20 mm BOTTOM BARS 3-020 mm 2-020 mm Given: Stirrup diameter, ds = 10 mm Concrete fc = 21 MPa Steel rebar = 415 MPa Stirrup fy = 275 MPa %3D Beam size b xh = 270 mm x 450 mm Assume all bars laid out in single layer. Calculate the following: Tensile steel ratio in positive bending at midspan = (in 5 decimal places) kN m (nearest whole Design Moment strength of section at midspan for positive bending = 32°C Light rain ^ O O G ) ENG 1:42 pm ロ

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