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Roof Truss Estimation

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Estimation of a Roof Truss for Workshop

Introduction
The truss or framed structure are composed of interconnecting members and are supported in such a
manner that they can hold applied external force in static equilibrium. It must hold in equilibrium is
gravity force that are applied as a consequence of its own weight. Typically, the joint connections are
formed by bolting or welding the end members together to a common plate, called a gusset plate. The
basic building block of a truss is a triangle. Large trusses are constructed by attaching several triangles
together. A new triangle can be added truss by adding two members and a joint.

Definition of Truss
A truss is a configuration, which is designed to sustain inclined, vertical, horizontal loads accruing at or
between its points of support.

Types of Trusses
They are mainly three types
1. Simple,
2. Compound,
3. Complex.

Fig. simple truss Fig. Compound truss Fig. Complex truss

Types of Roof Truss


1. Pratt truss,
2. Howe truss,
3. Fink truss,
4. Saw tooth truss,
5. Bow string,
6. Crescent. Etc.

Fig: Pratt truss Fig: Howe truss

Fig: Saw Tooth truss Fig: Bow string truss


Fig: Crescent truss Fig: Three-Hinged Arch

Basic Terminologies of a truss


Bay: Bay is the distance between two main trusses.
Span: Span is the distance between supports of a truss.
Rise: The rise of a truss is vertical distance between apex and line joining the supports.
Pitch: The ratio of the rise to the span is called the pitch.
Top Chord: The uppermost line of members which extend from one support to the other through the apex is called
the upper chord.
Bottom Chord: The bottom chord consists of the lowermost line of members extending from one support to other.
Vertical: Vertical members connecting top and bottom chords.
Diagonal: Inclined members connecting top and bottom chords.

Fig: Terminologies of a Truss System

Fig: Components of a Truss


Fig: Bracing System of truss

A Typical Compound Fink Roof Truss

Fig. Compound fink truss


Worked Out Problem
A Howe type roof truss was designed from the following data:
Design Data:
Span = 40 feet
Span-to-rise ratio (pitch) = 4:1
Rise = 10 feet
Bay distance (truss-to-truss distance) = 25 feet.
Exposure category: Exposure A
Truss is supported on brick wall of height = 12 feet.

3@7.45’ = 22.36’

3 @ 3.33’ = 10’

6 @ 6.67’ = 40’
Solution:

The various members of the truss network are designed as follows: Table: Calculation of total
weight of the truss members
Total weight of steel members = 702.611 lb
Unit Price = A tk/lb
Total Cost= 702.611 ×A = X1 tk
Erection and Welding Cost = 10% of total cost= X2, Estimated cost=X1+X2 tk

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