BEAMDIAGRAMSANDFORMULASForVariousStaticLoadingConditions, AISC ASD th ed W = wl W = wl ARCH 331 of Note Set 8.2 Su2012abn Note Set 8.2 (page 2) ARCH 331 of Note Set 8.2 Su2012abn Note Set 8.2 (page 3) ARCH 331 of Note Set 8.2 Su2012abn Note Set 8.2 (page 4) W = wl ARCH 331 of Note Set 8.2 Su2012abn Note Set 8.2 (page 5) NOTE: For a negative value of x, deflection is upward ARCH 331 of Note Set 8.2 Su2012abn Note Set 8.2 (page 6) ARCH 331 of Note Set 8.2 Su2012abn Note Set 8.2 (page 7) ARCH 331 of Note Set 8.2 Su2012abn ... Su2012abn Note Set 8.2 (page 4) W = wl ARCH 331 of Note Set 8.2 Su2012abn Note Set 8.2 (page 5) NOTE: For a negative value of x, deflection is upward ARCH 331 of Note Set 8.2 Su2012abn Note Set 8.2