Excel spreadsheet for designing overhead bridge crane crane load & crane runway beam as per AISC LRFD 13 and ASD 9 1. Bridge crane load calculation for load input to other structural analysis soft...
Crane Beam DesignDescripción completa
Crane Beam DesignFull description
Full description
craneFull description
Full description
Descripción completa
calculation of design beam of jib crane
Perbedaan ASD Dan LRFD
xxxxxxxxxxxxxxxxx
staad pro explanation
AISCDescripción completa
Perbedaan ASD Dan LRFDDeskripsi lengkap
AISC LRFD vs. ASD comparsion...
pendekatan perencanaan jembatanDeskripsi lengkap
ascoi manil tarDescripción completa
calculation of craneFull description
Vn=1.0 x 0.6 Fy (d tw) C v Vy=115.45
LRFD 2010
Eq G2-1
=1.0
ratio=Vy / ( Vn)
=0.86
Vy=76.00
ASD 2010
=134.14
OK
=1.5
ratio=Vy / ( Vn / )
=0.85
OK
Check Web Sidesway Buckling
AISC 360-10
(h/tw) / (Lb /bf )= 0.85 <= 1.7
J10.4 (b) (i)
web sidesway buckling applicable
My=210.0 [kip-ft]
Yield moment LRFD 2010
Mu=702.8 [kip-ft] When Mu >= My
Cr=4.8E+5 [ksi] Rn=
=5.91
Pv-impt=(1.2xPbr+1.6xPlt) x impact factor
[kips]
Eq J10-7
=72.50 [kips]
=0.85 ratio=Pv-impt / ( Rn )
=14.44
NG
ASD 2010 Ma=462.8 [kip-ft] When 1.5xMa >= My
Cr=4.8E+5 [ksi] Rn=
=5.91
Pv-impt=(Pbr + Plt) x impact factor
[kips]
Eq J10-7
=47.63 [kips]
=1.76 ratio=Pv-impt /( Rn / )
=14.19
Check Runway Beam Deflection
NG
Code Reference
Crane serviceability criteria based on CISC Guide for the Design of Crane-Supporting Steel Structures 2nd Edition
