- #CRANE RUNWAY BEAM SIZE CALCULATOR INSTALL#
- #CRANE RUNWAY BEAM SIZE CALCULATOR SOFTWARE#
- #CRANE RUNWAY BEAM SIZE CALCULATOR CODE#
Runway beam vertical deflection ratio = 0.83 OK Option 3 Hs = max of 0.2 (Lifted Load+ Trolley/Hoist Wt)įind Lyr by setting Mu=Myr Lyr value found OK CSA S16-14 13.6 e) i)īending about the X-X axis ratio = 0.60 OKīending about the Y-Y axis in the top flange ratio = 0.14 OKīiaxial bending in the top flange ratio = 0.75 OK Option 2 Hs = max of 0.2 (Lifted Load+ Trolley/Hoist Wt) A Beam the size of U/B762x267 (173kg/m) would be capable of taking the load you require 10,000kg, taking into account the dynamic load of 125 for the electric hoist, and that the hoist trolly would be running at worst on the edge of the lower flange.
#CRANE RUNWAY BEAM SIZE CALCULATOR INSTALL#
10 MB of hard disk space is needed to install and to run the program. In Britain we use BS853:1957 to calculate the design of Runway Beams.
#CRANE RUNWAY BEAM SIZE CALCULATOR SOFTWARE#
The software will run on Windows 9X, ME, NT, 2000, and XP. Option 1 Hs = 0.2 (Lifted Load+ Trolley/Hoist Wt) The software will increase your productivity in crane runway beam design sharply as well as reducing time and material resources needed. W section yield strength fwy= 413.7 Ĭap channel or plate yield strength fcy= 413.7 ĬMAA crane service class = Class C moderate serviceVertical load impact factor = 25% Crane side thrust load option = Option 1 Crane side thrust load can be calculated using one of the following 3 options Rail base width Bw= 108 Rail height Ht= 108 Runway beam section type = W Shape With Cap Channel - AISC Table 1-19 Sect W and C comb section size = W690x125 C380x50Ĭrane rail size = ASCE 60 Ucr= 60 = 0.29 Runway CL to col CL distance left eL= 0.533 0.50 mĬrane column CL to CL distance Sr + 2e = 22.402
#CRANE RUNWAY BEAM SIZE CALCULATOR CODE#
static wheel load by vendor Pmax-v= 169.5 Ĭrane Runway Beam Design Using CSA S16-14 Code Trolley + hoist weight Wth= 4808 1650 kg = 47.2 Select design code = CSA S16-14 Only No of crane in the same aisle = 1 No of wheel on one side of bridge = 2Ĭrane rated capacity Wrc= 18.15 = 178.1 īridge weight Wbr= 25945 13442 kg = 254.5 This issue is critical for heavier hook blocks and lifting gear, for example spreader beams. Crane runway beam design based on Code AbbreviationĬSA S16-14 Design of Steel Structures CSA S16-14ĬISC Guide for the Design of Crane-Supporting Steel Structures 2nd Edition CISC Crane GuideĪISC Design Guide 7: Industrial Buildings-Roofs to Anchor Rods 2nd Edition AISC Design Guide 7ĬMAA 70-04 Specifications for Top Running Bridge and Gantry Type Multiple Girder Electric Overhead Traveling Cranes The lifting capacity of a crane is generally limited by. travelling cranes Horizontal deflection (calculated on the top flange properties alone) due to horizontal crane loads Note : The deflection of crane beams can be important and the exact calculations can be complex with a system of rolling loads.
0 kommentar(er)
