Se - Typical Details Book-s
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HSS 152x152x6.4 Vf=±25kN ROOF BEAM SEE PLAN NOTE: CONNECT HSS TO BEAMS FOR THE FACTORED LOADS NOTED AT EACH END. SAFETY ANCHOR LOAD NEED NOT TO BE CONSIDERED TO ACT SIMULTANEOUSLY WITH SNOW LOAD. NTS TYPICAL ROOF ANCHOR DETAIL T-S09B SAFETY ANCHOR LOCATED BETWEEN ROOF BEAMS SEE PLAN 25 ROOF BEAM SEE PLAN Vf=±25kN TORSION CONNECTION = ±15kN.m TORSION CONNECTION = ±15kN.m ROOF BEAM SEE PLAN NTS SAFETY ANCHOR LOCATED ON ROOF BEAM ROOF BEAM SEE PLAN SEE PLAN SEE PLAN L65X65X6.4 L65X65X6.4 (2) 8mm STIFFENER PLATES EACH SIDE Tf =75kN Tf =75kN Tf =50kN Tf =50kN ROOF BEAM FLANGE WIDTH MIN. 150mm WIDE NOTE: CONNECT BRACING AT EITHER END FOR FACTORED LOADS INDICATED. SAFETY ANCHOR LOAD NEED NOT TO BE CONSIDERED TO ACT SIMULTANEOUSLY WITH SNOW LOAD. REACTIONS BASED ON: 4.44kN(1000 lbs) WORKING LOAD 22.2kN(5000 lbs) ULTIMATE LOAD (ANY DIRECTION) REACTIONS BASED ON: 4.44kN(1000 lbs) WORKING LOAD 22.2kN(5000 lbs) ULTIMATE LOAD (ANY DIRECTION) 500 MAX. 500 MAX.
Transcript of Se - Typical Details Book-s
HSS 152x152x6.4 Vf=±25kN
ROOF BEAMSEE PLAN
NOTE:CONNECT HSS TO BEAMS FOR THE FACTORED LOADSNOTED AT EACH END.
SAFETY ANCHOR LOAD NEED NOT TO BE CONSIDERED TOACT SIMULTANEOUSLY WITH SNOW LOAD.
NTS
TYPICAL ROOF ANCHOR DETAIL T-S09B
SAFETY ANCHOR LOCATED BETWEEN ROOF BEAMS
SEE PLAN 25
ROOF BEAMSEE PLAN
Vf=±25kN
TORSIONCONNECTION = ±15kN.m
TORSIONCONNECTION = ±15kN.m
ROOF BEAMSEE PLAN
NTSSAFETY ANCHOR LOCATED ON ROOF BEAM
ROOF BEAMSEE PLAN
SEE PLAN SEE PLAN
L65X65X6.4 L65X65X6.4
(2) 8mm STIFFENER PLATESEACH SIDE
Tf =75kN Tf =75kN
Tf =50kN Tf =50kN
ROOF BEAM
FLANGE WIDTHMIN. 150mm WIDE
NOTE:CONNECT BRACING AT EITHER END FOR FACTORED LOADSINDICATED.
SAFETY ANCHOR LOAD NEED NOT TO BE CONSIDERED TOACT SIMULTANEOUSLY WITH SNOW LOAD.
REACTIONS BASED ON:4.44kN(1000 lbs) WORKING LOAD22.2kN(5000 lbs) ULTIMATE LOAD(ANY DIRECTION)
REACTIONS BASED ON:4.44kN(1000 lbs) WORKING LOAD22.2kN(5000 lbs) ULTIMATE LOAD(ANY DIRECTION)
500 M
AX.
500 M
AX.
