BEAM DIAGRAMS AND FORMULAS For Various Static Loading Conditions, AISC ASD 8th ed.

ARCH 331 163 of Note Set 8.2 Su2015abn

wlW

2

=

wlW

2

=

(w)

(w)

Note Set 8.2 (page 164)

ARCH 331 164 of Note Set 8.2 Su2015abn

Note Set 8.2 (page 165)

ARCH 331 165 of Note Set 8.2 Su2015abn

Note Set 8.2 (page 166)

ARCH 331 166 of Note Set 8.2 Su2015abn

(w)

wlW

2

=

Note Set 8.2 (page 167)

ARCH 331 167 of Note Set 8.2 Su2015abn

NOTE: For a negative value of ∆x, deflection is upward.

Note Set 8.2 (page 168)

ARCH 331 168 of Note Set 8.2 Su2015abn

Note Set 8.2 (page 169)

ARCH 331 169 of Note Set 8.2 Su2015abn