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BEAM DIAGRAMS AND FORMULAS For Various Static Loading Conditions, AISC ASD 8 th ed. ARCH 331 1 of Note Set 8.2 Su2012abn W = wl 2 W = wl 2

W = wl 2 W = wlfaculty-legacy.arch.tamu.edu/anichols/index_files/...at support R2 when x < I Max. (0.472 1 from RI) CONTINUOUS BEAM—TWO EQUAL SPANS—CONCENTRATED LOAD AT CENTER

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Page 1: W = wl 2 W = wlfaculty-legacy.arch.tamu.edu/anichols/index_files/...at support R2 when x < I Max. (0.472 1 from RI) CONTINUOUS BEAM—TWO EQUAL SPANS—CONCENTRATED LOAD AT CENTER

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

ed.

ARCH 331 1 of Note Set 8.2 Su2012abn

W = wl 2

W = wl 2

Page 2: W = wl 2 W = wlfaculty-legacy.arch.tamu.edu/anichols/index_files/...at support R2 when x < I Max. (0.472 1 from RI) CONTINUOUS BEAM—TWO EQUAL SPANS—CONCENTRATED LOAD AT CENTER

Note Set 8.2 (page 2)

ARCH 331 2 of Note Set 8.2 Su2012abn

Page 3: W = wl 2 W = wlfaculty-legacy.arch.tamu.edu/anichols/index_files/...at support R2 when x < I Max. (0.472 1 from RI) CONTINUOUS BEAM—TWO EQUAL SPANS—CONCENTRATED LOAD AT CENTER

Note Set 8.2 (page 3)

ARCH 331 3 of Note Set 8.2 Su2012abn

Page 4: W = wl 2 W = wlfaculty-legacy.arch.tamu.edu/anichols/index_files/...at support R2 when x < I Max. (0.472 1 from RI) CONTINUOUS BEAM—TWO EQUAL SPANS—CONCENTRATED LOAD AT CENTER

Note Set 8.2 (page 4)

ARCH 331 4 of Note Set 8.2 Su2012abn

W = wl 2

Page 5: W = wl 2 W = wlfaculty-legacy.arch.tamu.edu/anichols/index_files/...at support R2 when x < I Max. (0.472 1 from RI) CONTINUOUS BEAM—TWO EQUAL SPANS—CONCENTRATED LOAD AT CENTER

Note Set 8.2 (page 5)

ARCH 331 5 of Note Set 8.2 Su2012abn

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

Page 6: W = wl 2 W = wlfaculty-legacy.arch.tamu.edu/anichols/index_files/...at support R2 when x < I Max. (0.472 1 from RI) CONTINUOUS BEAM—TWO EQUAL SPANS—CONCENTRATED LOAD AT CENTER

Note Set 8.2 (page 6)

ARCH 331 6 of Note Set 8.2 Su2012abn

Page 7: W = wl 2 W = wlfaculty-legacy.arch.tamu.edu/anichols/index_files/...at support R2 when x < I Max. (0.472 1 from RI) CONTINUOUS BEAM—TWO EQUAL SPANS—CONCENTRATED LOAD AT CENTER

Note Set 8.2 (page 7)

ARCH 331 7 of Note Set 8.2 Su2012abn