Fundamentals of Building Construction
6th Edition
ISBN: 9781118138915
Author: Edward Allen
Publisher: WILEY
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Question
Chapter 6, Problem 1RQ
To determine
Write the order of finishing exterior operations and why the order of finishing is followed.
Expert Solution & Answer
Explanation of Solution
Wood light frame construction:
- It is a type of construction where vertical and horizontal elements are primarily formed by a stem of repetitive wood or light gauge steel framing members.
- It is very flexible and any shape can be constructed.
- Easy to construct by using hands.
- Requirement of tools is minimum.
Order of finishing exterior operations:
- Initial step is to finish the eaves and rakes. This is because the roof needs to be powdered and have to be guaranteed that there is a complete production on subsequent operations based on the condition of weather.
- Then, install the windows and doors.
- Next, make the sliding. Now, the building is ready for exterior painting to make the house fully water tight, so that it protects the interior of the house.
- Next step is to paint the building.
- Finally, complete the building with grading, landscaping, and paving work. This work must include the electrician, plumber carpenters, and sheet metal workers to complete the building work.
The above processes make the house fully weathertight, so the more delicate interior finishes can be put in a place.
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Students have asked these similar questions
+150+
Assignment
SW+ SLAB
SDL =
250
150
- 3.3 kPa
укра
LL = 3 kPa
3
୪
8c = 23.6 kN/m²
P = 3000 KN
loss,
=
9%
Coss = 20%
LBEAM = 9m
COMPUTE AND DRAW THE STESS DIAGRAM (TRIBUTARY WIDTH=
600m
350mm
FIND:
f TOP & BOTTOM
fe = 35Mpa
100mm f'c = 42.5 MPa
218
5m)
EC = 4700 √ fc
(MPa)
(Initial, Const. phase, final stage)
Design a cantilevered rectangular RC beam subjected to a maximum factored load bending
moment, M u = 260 kip-ft. The clear height requirements for the building limits the total beam depth
to 22 in. Determine the beam width and the steel design. Use f c’ = 6,000 psi, f y = 40,000 psi. The
grade beam is cast against earth and permanently in contact with soil.
a. Assume an initial steel ratio or beam width.
b. Set up the bending design equation.
c. Solve for either the steel ratio or the beam width.
d. Design needed steel.
2
Hint: Knowing “h”, one can estimate the “d” value. So, two remaining variables can be estimated.
There are many acceptable solutions. You can either assume a steel ration and solve for width “b”,
or assume a beam width “b” and solve for the steel ratio. Remember that a good beam aspect ratio
(d/b) is approximately 2.0
A 15 in. x 26 in. rectangular RC beam (shown in figure below) supports a service uniform dead
load of 1.3 kip/ft and a service uniform live load of 1.6 kip/ft. The dead load includes the beam’s
self-weight. Design the reinforcement required for maximum moments and show the design in
sketches. Use f c ’ = 4,000 psi and f y = 60,000 psi. The beam is used in an open parking garage and
is exposed to weather.
a. Find factored maximum bending moments.
b. Design for max. negative moment.
c. Design for max. positive moment.
Hint: Assume an initial beam shape (b, d), then solve for the needed reinforcements at the maximum
negative and positive factored bending moments. This is like the class example.
Chapter 6 Solutions
Fundamentals of Building Construction
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