7. The axial loads for a building column have been computed according to the application building code, with the following results: dead load = 200 kN; load from roof = 50 kN (roof live load); live load from floors (reduced as applicable for large floor area and multi-story columns) = 250 kN; compression wind =126 kN; tensile wind = 104 kN; compression earthquake = 60 kN; and tensile earthquake = 70 kN. Determine the critical design column load Pu, using the LRFD load combinations: %3D Aus. Pu = 665 kN

Structural Analysis
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Chapter2: Loads On Structures
Section: Chapter Questions
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Solve the problem using the given method, provide complete solutions.
STEEL DESIGN
2.3 LOAD COMBINATIONS
NSCP 2010 includes combinations for both allowable stress design (ASD) and load and
The number of combinations can be extensive, taking into consideration wind direction, «
It is not unusual for computer printouts with 20 to 30 or even more load combinations to
Fortunately, not all structural members will be subjected to every type of load. Therefore,
of the load combination formulas.
Load Combinations for Allowable Strength Design
The following are the basic load combinations used with ASD, as given in NSCP 2010 20
1) D+ F
2) D+ H+ F+ L + T
3) D+ H + F + (L, or R)
4) D+ H + F + 0.75( L + T) + 0.75(L, or R)
5) D+ H + F + (W or 0.7E)
6) D+ H + F + 0.75(W or 0.7E)+0.75L + 0.75(L, or R)
7) 0.6D + W + H
8) 0.6D + 0.7E + H
Example 2.1
Calculating Load Using ASD
The loads on a steel beam consist of 150 kN due to dead load and 410 kN due to live
considered. Using ASD, calculate the required strength of the beam.
Load Combinations for Load and Resistance Factor Design
The following are the basic load combinations used with load and resistance factor design
2010 203.3.1.
1) 1.4(D + F)
2) 1.2(D + F + T) + 1.6(L + H) + 0.5(L, or R)
3) 1.2D + 1.6(L, or R) + (f¡L or 0.8W)
4) 1.2D + 1.6W + fjL + 0.5(L, or R)
5) 1.2D + 1.0E + fjL
6) 0.9D + 1.6W + 1.6H
7) 0.9D + 1.0E + 1.6H
Where:
fi = 1.0 for floors in places of public assembly, for live loads in excess of 4.8 kPa,
= 0.5 for other live loads
Transcribed Image Text:STEEL DESIGN 2.3 LOAD COMBINATIONS NSCP 2010 includes combinations for both allowable stress design (ASD) and load and The number of combinations can be extensive, taking into consideration wind direction, « It is not unusual for computer printouts with 20 to 30 or even more load combinations to Fortunately, not all structural members will be subjected to every type of load. Therefore, of the load combination formulas. Load Combinations for Allowable Strength Design The following are the basic load combinations used with ASD, as given in NSCP 2010 20 1) D+ F 2) D+ H+ F+ L + T 3) D+ H + F + (L, or R) 4) D+ H + F + 0.75( L + T) + 0.75(L, or R) 5) D+ H + F + (W or 0.7E) 6) D+ H + F + 0.75(W or 0.7E)+0.75L + 0.75(L, or R) 7) 0.6D + W + H 8) 0.6D + 0.7E + H Example 2.1 Calculating Load Using ASD The loads on a steel beam consist of 150 kN due to dead load and 410 kN due to live considered. Using ASD, calculate the required strength of the beam. Load Combinations for Load and Resistance Factor Design The following are the basic load combinations used with load and resistance factor design 2010 203.3.1. 1) 1.4(D + F) 2) 1.2(D + F + T) + 1.6(L + H) + 0.5(L, or R) 3) 1.2D + 1.6(L, or R) + (f¡L or 0.8W) 4) 1.2D + 1.6W + fjL + 0.5(L, or R) 5) 1.2D + 1.0E + fjL 6) 0.9D + 1.6W + 1.6H 7) 0.9D + 1.0E + 1.6H Where: fi = 1.0 for floors in places of public assembly, for live loads in excess of 4.8 kPa, = 0.5 for other live loads
7. The axial loads for a building column have been computed according to the application building code, with the
following results: dead load = 200 kN; load from roof = 50 kN (roof live load); live load from floors (reduced as
applicable for large floor area and multi-story columns) = 250 kN; compression wind =126 kN; tensile wind = 104
kN; compression earthquake = 60 kN; and tensile earthquake = 70 kN. Determine the critical design column load Pu,
using the LRFD load combinations:
Ans. Pu = 665 kN
4
Transcribed Image Text:7. The axial loads for a building column have been computed according to the application building code, with the following results: dead load = 200 kN; load from roof = 50 kN (roof live load); live load from floors (reduced as applicable for large floor area and multi-story columns) = 250 kN; compression wind =126 kN; tensile wind = 104 kN; compression earthquake = 60 kN; and tensile earthquake = 70 kN. Determine the critical design column load Pu, using the LRFD load combinations: Ans. Pu = 665 kN 4
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