PROBLEM 3 THE BUILDING IN FIG. P1.1 IS USED FOR LIGHT STORAGE SPACE. THE SLAB IS 250 MM. THICK. THE BEAMS ARE 400 MM. WIDE AND HAVE A TOTAL DEPTH OF 500 MM, THE BAY DIMENSIONS ARE 6M IN THE X DIRECTION AND 7.5 M IN THE Y DIRECTION, AND THE CUPERIMPOSED SPRINKLER DEAD LOAD IS 0-25 KPA. CALCULATE THE SLAB FACTORED LOAD IN KPA AND THE BEAM FACTORED LOAD IN KN/M. SOLUTION:

PROBLEM 3 THE BUILDING IN FIG. P1.1 IS USED FOR LIGHT STORAGE SPACE. THE SLAB IS 250 MM. THICK. THE BEAMS ARE 400 MM. WIDE AND HAVE A TOTAL DEPTH OF 500 MM, THE BAY DIMENSIONS ARE 6M IN THE X DIRECTION AND 7.5 M IN THE Y DIRECTION, AND THE CUPERIMPOSED SPRINKLER DEAD LOAD IS 0-25 KPA. CALCULATE THE SLAB FACTORED LOAD IN KPA AND THE BEAM FACTORED LOAD IN KN/M. SOLUTION:

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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Concept explainers

Applications of Concrete Framing Systems

A concrete frame is a structure formed by the interconnection of beams and columns to form a structural network. In simple terms, it is the basic skeletal structure of a building or any construction. The concrete framing structure is built on a concrete foundation that forms the base of the entire structure. The concrete frame system is built to support floors, roofs, walls, beams, rafters, joists, etc.

Question

PROBLEM 3
THE BUILDING IN FIG. P1.1 IS USED FOR LIGHT STORAGE SPACE. THE SLAB 16 250 MM. THICK.
THE BEAMS ARE 400 MM. WIDE AND HAVE A TOTAL DEPTH OF 500 MM, THE BAY DIMENSIONS ARE
6M IN THE X DIRECTION AND 7.5 M IN THE Y DIRECTION, AND THE CUPERIMPOSED SPRINKLER
DEAD LOAD IS 0-25 KPA. CALCULATE THE SLAB FACTORED LOAD IN KPA AND THE BEAM
FACTORED LOAD IN KN/M.
SOLUTION:

FIGURE P1.1
Building plan and elevation
A
(0)
bays @ x'-xx
-7 bays @y'-yy".
============
=========

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