ASCE 7/IBC Wind and Seismic Load Combinations - CAESAR II - Help

CAESAR II Users Guide (2019 Service Pack 1)

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English
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CAESAR II
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CAESAR II Version
11.0 (2019)

The ASCE 7 standard provides two design methods:

  • Load and Resistance Factor Design (LRFD) compares required strength to actual strengths. LRFD provides the actual response of the system, including deflections and loads on supports and structure, when the actual wind or seismic load is applied.

  • Allowable Stress Design (ASD) compares actual and allowable stresses. ASD uses load reduction factors (0.7 for seismic events and 0.6 for wind events) when calculating stresses.

CAESAR II uses ASD to evaluate a piping system under wind and seismic loads. To comply with ASCE 7 requirements, you must include the load reduction factors in your load cases for stress compliance.

IBC refers to ASCE 7 for wind and seismic loads.

The following table provides example load combinations showing the use of ASCE 7 load reduction factors (in bold).

Load
Case


Definition


Name

Stress
Type

L1

W+T1+P1+0.7U1

Operating case with seismic load (using the reduction factor) for computing stresses

OPE

L2

W+T1+P1+U1

Operating case with seismic load for computing loads on supports and deflections

OPE

L3

W+T1+P1+0.6WIN1

Operating case with wind load (using the reduction factor) for computing stresses

OPE

L4

W+T1+P1+WIN1

Operating case with wind load for computing loads on supports and deflections

OPE

L5

W+T1+P1

Operating case

OPE

L6

W+P1

Sustained case

SUS

L7

L1-L5

Preparatory case for stress evaluation due to seismic load

OCC

L8

L3-L5

Preparatory case for stress evaluation due to wind load

OCC

L9

L6+L7

Seismic sustained + occasional

SUS+OCC

L10

L6+L8

Wind sustained + occasional

SUS+OCC

In CAESAR II 2019 (version 11) and later, the Seismic Wizard no longer includes the 0.7 reduction factor for consistency with wind loads, which never included the 0.6 reduction factor.