developed by: Lyndon Perez pwwjb4-161561748_crane_loadings_xls.xls
JOB NO.: REV. NO.: Page No.: of
CLIENT.:
Date : Dec. 5, 2005
PROJECT: Prepared by : LYNDON
ITEM: CRANE LOADINGS Checked by :
Reference Design Calculation Results
C. CRANELOAD
1. LOADINGS
P = 200.00 kN crane capacity
Cw = 100.00 kN crane girder weight
W = 150.00 kN load per single wheel
C = kN colateral or additional load
2. INPUT PARAMETERS
L = 30000 mm span of crane girder
600 mm minimum distance for crane hook
200 mm edge distance for railing beam
3600 mm distance between wheel
4500 mm length of beam supporting wheels
3. LOADING CONDITIONS
300.00 kN
15.00 m
30.00 m
150.00 kN reaction at left of crane girder
150.00 kN reaction at right of crane girder
M = 2250.00 kN -m maximum moment at center
225.00 kN load transfer for each wheel
S1 =
S2 =
W1 =
W2 =
CONDITION 1: Loaded at center of crane girder
R1 =
R2 =
WP =
R1R2
W1
W2
S2
S1
L
motor wheel
crane girder
limit for hook
PLAN LAYOUT FOR CRANE
