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Part of Wall Removal between Kitchen and Dining area,
The beam spanning across the kitchen will need to be replaced with one that spans 6.3m
over the kitchen and family room. Bracing will also need to be compensated for the 1m
of wall removed, the sliding doors removed don't contribute to bracing.
Bracing Lost
Wall length, L
GS2-N:
Bracing Gained
Replacing the standard GIB on one side of the remaining 2.2m wall with Braceline GIB,
Wall length, L
BLG-H:
We gain 47 BU in earthquake and 26 BU in wind, so bracing works.
A steel beam will be needed to hold up the 2nd storey and roof,
Imposed Loads,
Roof live load,
Floor live load,
Permanent Loads,
Wall dead load,
Roof dead load,
Floor dead load,
Loading Cases:
Loading Case 1:
Roof width,
Load length,
Loading Case 2:
Roof width,
Load length,
Loading Case 3:
Roof width,
Load length,
Loading Case 4:
Roof width,
Load length,
Floor width,
Stud height,
Loading Case 5:
self weight of beam, 250UB26
Short Term Deflection:
Beam length,
when x < a
when x > a
where,
and
and
when x < a
when x > a
where,
and
and
and
when x < a
when x > a
where,
and
and
and
when x < a
when x > a
where,
and
and
when x < a
when x > a
where,
and
and
when