ARCH 151 Homework 6, Spring 2016
American University of Beirut · Statics and Mechanics of Solids · 2 pages · Dr. Amer El Souri
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Homework # 6
Arch151 – STATICS
Spring 2014-15
Topics:
Loads and load paths
Textbook:
Class notes
Problems: You are required to the below problems:
(Problem-1)
The term live load is used to describe non-permanent load within a building – that is, those loads
due to people and furniture. If a university classroom is 12 metres long and 10 metres wide and
is designed to accommodate up to 60 students, calculate the live load in the classroom when full.
(Note that you will have to make an assessment of the weight of an individual student, desk and
chair.) Compare your answer with the British Standard value of live load (3.0 kN/m2) for
classrooms.
(Problem-2)
An international hotel chain plans to upgrade its hotel in a particular glamorous and exotic
location by installing a rooftop swimming pool on top of its existing high-rise bedroom block.
The swimming pool will be 25 metres long and 10 metres wide and will vary uniformly in depth
from 1 metre to 2 metres. Calculate the volume of water in the pool. If the unit weight of water is
10 kN/m3, calculate the weight of water in the pool, in tonnes. If a small modern car weighs 1
tonne, calculate the number of cars that would be equivalent, in weight, to the water in the
proposed swimming pool.
(Problem-3)
For the structure shown in figure 1, the floor deck is a 25cms solid concrete slab spanning one
way on the three steel beams shown. If the superimposed dead loads on the deck is 2.5kPa and
the live load is 2.0kPa; it is required to:
a) Calculate the uniform load acting on each of the steel beam and find the reactions from
these steel beams on the steel girder. Assume the self weight of the steel beam as 1 kN/m.
b) From the reactions of the steel beams in Part (a) above, find the reaction from this the
steel girder on the steel column on either edge. Assume the self weight of the steel girder
as 2 kN/m.
Given:
Monday April 27, 2015
Due:
Wednesday, May 06, 2015
6.00 m
3.00 m
2.50 m
One way
direction
Figure 1