Fundamentals of Building Construction
Fundamentals of Building Construction
6th Edition
ISBN: 9781118138915
Author: Edward Allen
Publisher: WILEY
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Chapter 6, Problem 1RQ
To determine

Write the order of finishing exterior operations and why the order of finishing is followed.

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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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Beam ABD is supported and loaded as shown. The cross-section of the beam is also shown. The modulus of elasticity of the beam is 200 GPa. 6.0 kN/m Cross-section: 330 mm 4.5 kN 8.0 kNm 40 mm 2.5 m 1.5 m 20 mm Set up the discontinuity moment function in terms of x. List all the appropriate boundary conditions. Determine the slope function in terms of x. Determine the deflection function in terms of x. Determine the support reactions. Determine the maximum deflection. 290 mm
Draw the Shear Force Diagram and Bending Moment Diagram for the beam shown in Fig.1. The beam is subjected to an UDL of w=65m. L=4.5m L1= 1.8m.  Assume the support at C is pinned, and A and B are roller supports.  E = 200GPa, I = 250x106 mm4.
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