A floor panel 6.0m x 7.0 m (on center dimension) has girders with a typical size of 300mm x 450mm and columns on the corners with a size of 350mm x 350mm. A 250mm x 300mmbeam is placedin the middle on the panel, parallel to 7.0 mdimension. The panel will carry a total load (dead load and live load combined) of 17kN/m2. The panel and members aremade up of concrete that weighs 24kN/m3. The beamissimply supported as they are attached to the girders, while girders are fixed tothecolumns.a.Determine the distributed self-weightof beams and girdersalong its length.b.Determine the total distributed loads to the beamand girders.c.Draw the beams and girderswithallthe loadingsthat they carry. Girders with similar loadings can be drawn once;just indicate the girder names. 1. A floor panel 6.0 m x 7.0 m (on center dimension) has girders with a typical size of 300mm x450mm and columns on the corners with a size of 350mm x 350mm. A 250mm x 300mm beam isplaced in the middle on the panel, parallel to 7.0 m dimension. The panel will carry a total load(dead load and live load combined) of 17 kN/m². The panel and members are made up of concretethat weighs 24 kN/m³. The beam is simply supported as they are attached to the girders, whilegirders are fixed to the columns.a. Determine the distributed self-weight of beams and girders along its length.b. Determine the total distributed loads to the beam and girders.C.Draw the beams and girders with all the loadings that they carry. Girders with similarloadings can be drawn once; just indicate the girder names.

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Answered: 1. A floor panel 6.0 m x 7.0 m (on…

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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A floor panel 6.0m x 7.0 m (on center dimension) has girders with a typical size of 300mm x 450mm and columns on the corners with a size of 350mm x 350mm. A 250mm x 300mmbeam is placedin the middle on the panel, parallel to 7.0 mdimension. The panel will carry a total load (dead load and live load combined) of 17kN/m2. The panel and members aremade up of concrete that weighs 24kN/m3. The beamissimply supported as they are attached to the girders, while girders are fixed tothecolumns.

a.Determine the distributed self-weightof beams and girdersalong its length.

b.Determine the total distributed loads to the beamand girders.

c.Draw the beams and girderswithallthe loadingsthat they carry. Girders with similar loadings can be drawn once;just indicate the girder names.

1. A floor panel 6.0 m x 7.0 m (on center dimension) has girders with a typical size of 300mm x
450mm and columns on the corners with a size of 350mm x 350mm. A 250mm x 300mm beam is
placed in the middle on the panel, parallel to 7.0 m dimension. The panel will carry a total load
(dead load and live load combined) of 17 kN/m². The panel and members are made up of concrete
that weighs 24 kN/m³. The beam is simply supported as they are attached to the girders, while
girders are fixed to the columns.
a. Determine the distributed self-weight of beams and girders along its length.
b. Determine the total distributed loads to the beam and girders.
C.
Draw the beams and girders with all the loadings that they carry. Girders with similar
loadings can be drawn once; just indicate the girder names.

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