Stresses in Girder And Roof Trusses for Both Dead And Live Loads By Simple Mult
Stresses in Girder And Roof Trusses for Both Dead And Live Loads By Simple Mult
F R Johnson
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2. Rise of tie rod -i of the span. 3. Number of panels 4. 4. Description of truss Braced polygon. EVENLY DISTRIBUTED DEAD LOAD. Stress Constants. Rafters : S. 2-3 .. .. .. + 5-05 3-5 .. 4. 4-60 Tie: S. 2-4 _ 4-60 4-6 _ 2-50 * Not necessary to stability of truss. 151 TRUSS DIAGRAM NO. 67. Bracing : S. 3-4 + 0-90 4-5 - 2-25 5*6* (only supports part of tie rod). LIVE LOAD (WIND PRESSURE). Maximum Stress Constants. Rafters : S. 2-3 -f 3-11 3-5 + 3-11 Tie: S. 2-4 - 3-50 4-6 - 1'40 Bracing : S. 3-4 +... I'OO 4-5 - 2-20 5-6* 0-00 * Not necessary to stability of truss. TRUSS DIAGRAM NO. 68. 155 TEUSS DIAGEAM No. 68. CONDITIONS. 1. Rise of truss 2. Rise of tie rod .. 3. Number of panels 4. Description of truss J of the span. Nil. 6. Braced triangle EVENLY DISTRIBUTED DEAD LOAD. Stress Constants. Eaf ters : S. 2-3 3-5 5-7 Tie: S. 2-4 4-6 Bracing : S. 3-4 4-5 4-7 4- + + - 5-00 - 3-00 + 1-07 1-07 2-00 6*7* (only supports part of tie rod). Eafters : S. 2-3 3-5 5-7 LIVE LOAD (WIND PRESSURE). Maximum Stress Constants.
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