Masonry Wall - Out-Of-Plane Partially Grouted
Per MSJC 9.3.5 using 9.3.5.4.3 for P-Delta Effects
Table information
ADD A SHEAR CHECK UPDATE LOADS
Factored loads
Enter a Custom Load combination
CMU Properties
Block Size
Wall Height
Bar size (number)
Vertical Bar spacing
Depth to reinforcment
Masonry assembly strength
Modulus of rupture Ungrouted and grouted Table 9.1.8.2 ('13)
Consider Axial load in cracking moment? Code allows axial to be included
Maximum allowable compressive strain
Conc= 0.0025, clay= 0.0035
Conc= 900, clay= 700
MoE - Masonry
Grout Thickness
Rebar yield stress
MoE - Steel
Reduction factor
Loads
Moment is magnified below
Area of grouted flanges
Modular Ratio
Height slenderness
Reduction for Slenderness
Maximum Axial Force
Cracking Moment
Modulus of Rupture
Axial moment contribution to increase cracking moment
Cracking Moment
Neutral axis location per Eq 9-35
Cracked MoI
Limit N.A. to face shell
Effective Moment of Inertia
Moment Magnification
Magnified Moment