N=6 Situation 1. Consider the framing plan shown below in Fig.1. Given the following details:x = (3,000+10N) mmy = (8,000 + iÛN) mmSuperimposed Dead load = (5,000 + 10N)Pa Live load = (3,500 + 10N) Pa Propertiesof Beam 25:Linear Density: (50+N) kg/md = (400+10N) mmIx = (450 + 10N) x106 mm4ly = (20 + N) x106 mm4Determine the maximum bending stress in beam #25. Consider it as simply supported.Beams @ x on c.c.g8Girders @ y on c.c.TABLE B4 Properties of Channel Sections: SI UnitsFlangeAsis X-XAsis Y-YWebWidth Thicknes thicknessManAreaDepthDesignation(kelm)(mm) (mm)(mm)(m)(mm)(10 m) (10 mm')(mm)(10 )(10 )(mm)(mm)C310 x 45450S680305s0.512.713067421333.619444239317.117.117.710937.0474030577.512.712.7999537983I1330.6198x 30.830.839203057477.1635216128.220.2

Simply Supported Beam : A simply supported beam is having two supports each at end of the beam and…

Situation 1. Consider the framing plan shown below in Fig.1. Given the following details: x = (3,000+10N) mm y = (8,000 + 10N) mm h7 Linear Density: (50+N) kg/m d = (400+10N) mm Ix = (450+ 10N) x106 mm4 Iy = (20 + N) x105 mm* Determine the maximum bending stress in beam # 25. Consider it as simply supported. THT a Superimposed Dead load = (5,000+ 10N) Pa Live load = (3,500 + 10N) Pa Properties of Beam 25: X a X a f 5 THE C THT Girders@y on c.c. -Beams@x on c.c.

Situation 1. Consider the framing plan shown below in Fig.1. Given the following details: x = (3,000+10N) mm y = (8,000 + 10N) mm h7 Linear Density: (50+N) kg/m d = (400+10N) mm Ix = (450+ 10N) x106 mm4 Iy = (20 + N) x105 mm* Determine the maximum bending stress in beam # 25. Consider it as simply supported. THT a Superimposed Dead load = (5,000+ 10N) Pa Live load = (3,500 + 10N) Pa Properties of Beam 25: X a X a f 5 THE C THT Girders@y on c.c. -Beams@x on c.c.

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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