Allowable-Stress Loading Combinations from Sec. 1605.3.1 of the 2009 IBC
Allowable-stress loading combinations from Sec. 1605.3.1 of the 2009 IBC are repeated below:
1. D + F
2. D + H + F + L + T
3. D + H + F + (Lr or S or R)
4. D + H + F + 0.75 (L + T) + 0.75 (Lr or S or R)
5. D + H + F + (W or 0.7E)
6. D + H + F + 0.75 (W or 0.7E) + 0.75L + 0.75 (Lr or S or R)
7. 0.6D + W + H
8. 0.6D + 0.7E + H
Summary of Steps for Allowable-Stress Design of Unreinforced Panel Walls
Using the 2008 MSJC Code, steps for allowable-stress design of unreinforced panel walls are summarized in Table 3.25.
Summary of Steps for Allowable-Stress Design of Unreinforced Bearing Walls
Using the 2008 MSJC Code, steps for allowable-stress design of unreinforced bearing walls are summarized in Table 3.26.
Summary of Steps for Allowable-Stress Design of Unreinforced Shear Walls
Using the 2008 MSJC Code, steps for allowable-stress design of unreinforced bearing walls are summarized in Table 3.27.
Summary of Steps for Allowable-Stress Design of Reinforced Beams and Lintels
Using the 2008 MSJC Code, steps for allowable-stress design of reinforced beams and lintels are summarized in Table 3.28.
Summary of Steps for Allowable-Stress Design of Reinforced Curtain Walls
Using the 2008 MSJC Code, steps for allowable-stress design of reinforced curtain walls are summarized in Table 3.29.
Summary of Steps for Allowable-Stress Design of Reinforced Bearing Walls
Using the 2008 MSJC Code, steps for strength design of reinforced bearing walls are summarized in Table 3.30.
Summary of Steps for Allowable-Stress Design of Reinforced Shear Walls
Using the 2008 MSJC Code, steps for strength design of reinforced shear walls are summarized in Table 3.31.