Civil Engineering Reference
In-Depth Information
and details for the four walls are given in Table 6.2.
The maximum bending moments are calculated using formulae (5.104) and (5.105). The
bending moments in the first shear wall are:
Details relating to all the four walls are given in Table 6.3.
The above formulae for the shear forces and bending moments consist of two parts.
The first part represents the shear force/bending moment share which is due to the
external load components
q
x
and
q
y
acting at the shear centre of the building, developing
horizontal displacements in directions
x
and y. The second part represents the shear
force/bending moment share which is due to the external torque
m
z
developing rotation
around the shear centre and consequently additional displacements. The two parts are
marked
{q
x
}, {q
y
}
and
{m
z
}
in the Tables.
