NSCP states that in lieu of frame analysis, the following approximate moments and shear are permitted for the design ofcontinuous beams and one-way slabs provided that :AThe members are non-prismaticB) Spans are approximately equal, with the larger of two adjacent spans not greater than the shorter by more than 20 %c) Unit live load does not exceed three times the unit dead load(D) Loads are uniformly distributedE) There are two or more spans

From section 5.8.3.3 of NSCP (National Structural Code of the Philippines) gives the detailed…

NSCP states that in lieu of frame analysis, the following approximate moments and shear are permitted for the design of continuous beams and one-way slabs provided that : A) The members are non-prismatic Spans are approximately equal, with the larger of two adjacent spans not greater than the shorter by more than 20 % Unit live load does not exceed three times the unit dead load Loads are uniformly distributed There are two or more spans

NSCP states that in lieu of frame analysis, the following approximate moments and shear are permitted for the design of continuous beams and one-way slabs provided that : A) The members are non-prismatic Spans are approximately equal, with the larger of two adjacent spans not greater than the shorter by more than 20 % Unit live load does not exceed three times the unit dead load Loads are uniformly distributed There are two or more spans

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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