4. Estimate the number of full-length bars required for the 4 longitudinal reinforcements of the one-span concrete beam in Fig. D-5 (a) and those in the continuous beam shown in Fig. D-5 (b) based on these data: Data for Estimates Number of beams to be constructed Overall length of each beam Number and size of longitudinal bars Length of bars to be ordered BEAM OVERALL LENGTH HOOKED BAR LENGTH Fig. D-5 DETAILS OF THE 4 LONGITUDINAL CORNER BARS IN BEAMS OR GIRDERS 2 TOP LONGITUDINAL BARS 2 BOTTOM LONGITUDINAL BARS STIRRUPS STRAIGHT BAR LENGTH (a) LONGITUDINAL BARS IN ONE-SPAN BEAMS NOTE: ADDITIONAL SHORT BARS NOT SHOWN STIRRUPS One-span Beam 16 Pieces 5.35 Meters 4 Pcs., 20mm 6.00 Meters 898 రా BEAM OVERALL LENGTH HOOKED BAR LENGTH . Continuous Beam 8 Pieces 14.75 Meters 4 Pcs., 16mm Ø 6.00 Meters 2 TOP LONGITUDINAL BARS 2 BOTTOM BARS STRAIGHT BAR LENGTH (b) LONGITUDINAL BARS IN CONTINUOUS BEAMS OR GIRDERS 2 TOP BARS -STIRRUPS 2 BOTTOM BARS Loss (d) ALTERNATIVE BENDING OF BARS 2 BOTTOM BARS (c) TYPICAL SECTION 2 TOP BARS

4. Estimate the number of full-length bars required for the 4 longitudinal reinforcements of the one-span concrete beam in Fig. D-5 (a) and those in the continuous beam shown in Fig. D-5 (b) based on these data: Data for Estimates Number of beams to be constructed Overall length of each beam Number and size of longitudinal bars Length of bars to be ordered BEAM OVERALL LENGTH HOOKED BAR LENGTH Fig. D-5 DETAILS OF THE 4 LONGITUDINAL CORNER BARS IN BEAMS OR GIRDERS 2 TOP LONGITUDINAL BARS 2 BOTTOM LONGITUDINAL BARS STIRRUPS STRAIGHT BAR LENGTH (a) LONGITUDINAL BARS IN ONE-SPAN BEAMS NOTE: ADDITIONAL SHORT BARS NOT SHOWN STIRRUPS One-span Beam 16 Pieces 5.35 Meters 4 Pcs., 20mm 6.00 Meters 898 రా BEAM OVERALL LENGTH HOOKED BAR LENGTH . Continuous Beam 8 Pieces 14.75 Meters 4 Pcs., 16mm Ø 6.00 Meters 2 TOP LONGITUDINAL BARS 2 BOTTOM BARS STRAIGHT BAR LENGTH (b) LONGITUDINAL BARS IN CONTINUOUS BEAMS OR GIRDERS 2 TOP BARS -STIRRUPS 2 BOTTOM BARS Loss (d) ALTERNATIVE BENDING OF BARS 2 BOTTOM BARS (c) TYPICAL SECTION 2 TOP BARS

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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