Situation 1: A concrete overhang beam with the section shown is to support a 150 mm thick concrete slab with a tributary width of 2.70 m. The beam also supports a 3.20 m height of 100 mm thick concrete partition wall. Unit weight of concrete is taken to be 24 kN/m³. Determine the dead load in kN per meter length of beam and determine the maximum fiber stresses (tensile & compressive) due to the imposed dead loads. Draw the complete V&M diagrams. 300 mm 120 mm 360 mm 1.2 m 4.8 m -wall slab

Situation 1: A concrete overhang beam with the section shown is to support a 150 mm thick concrete slab with a tributary width of 2.70 m. The beam also supports a 3.20 m height of 100 mm thick concrete partition wall. Unit weight of concrete is taken to be 24 kN/m³. Determine the dead load in kN per meter length of beam and determine the maximum fiber stresses (tensile & compressive) due to the imposed dead loads. Draw the complete V&M diagrams. 300 mm 120 mm 360 mm 1.2 m 4.8 m -wall slab

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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Floor Plan Details

Floor plans are the scale drawings that show the interplay of rooms, spaces, and physical objects. They are an integral part of the house plan. They let you see how people will move around the room. Floor plans determine the suitability of space for its intended use, work through any potential issues, and redesign before moving on to more comprehensive planning or constructing phases. It shows the different alternatives and perspectives related to the location and dimension of rooms, windows, doors, kitchen and all other things as per the requirement by the user. Many consultants give their own floor plans as reference to the clients for a better idea and to develop good floor plans.

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GENERAL INSTRUCTIONS:
Provide complete and organized solutions with necessary illustrations and diagrams.
Use at least 3-decimal places for your calculations or solutions.
Provide a summary or tabulations of your answers or results.

Situation 1:
A concrete overhang beam with the section shown is to support a 150 mm thick concrete slab
with a tributary width of 2.70 m. The beam also supports a 3.20 m height of 100 mm thick
concrete partition wall. Unit weight of concrete is taken to be 24 kN/m³. Determine the dead
load in kN per meter length of beam and determine the maximum fiber stresses (tensile &
compressive) due to the imposed dead loads. Draw the complete V&M diagrams.
14
b1
300 mm
b3
10.0m
G1
120 mm
360 mm
LIBRARY
Situation 2:
Shown below is a floor plan of the library, office and balcony at the second floor level of a condo
unit. Use the floor live loads for the given areas: Library area, LL = 5.60 kPa; for Office, LL = 3.20
kPa; and for the Balcony, LL = 2.40 kPa. Determine the live load intensity and load condition to
be applied on each member (b1,b2, b3, b4, b5, G1, G2, & G3. Determine also the internal shear
and internal moment at the midspan of girder G2.
BALCONY
G2
G3
4.0m b2
b4
1.2 m
FLOOR PLAN
8.0m
OFFICE
8.0m b5
4.8 m
H
-wall
slab

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