impact for crane beam design

1
FORCES ON GANTRY (CRANE BEAMS) 1. VERTICAL FORCE=WHEEL LOAD X IMPACT FACTOR 2. HORIZONTAL LOAD =( TROLLEY& HOISTWT +RATED CAPACITY) X IMPACT FACTOR 3. LONGITUDINAL FORCE = (SUM OF EACH WHEEL LOADS) X IMPACT FACTOR NOTE 1 : AS PER MBMA , HORIZONTAL FORCE SHALL BE DISTRIBUTED WITH REGARD TO LATERAL STIFFNESS OF RUNWAY BEAM. i.e FIRST CHECK THE CROSSSECTION OF GANTRY ON BOTH SIDES FOR VERTICAL IMPACT ; IF BOTH THE BEAMS HAVE SAME AREA ; HORIZONTAL IMPACT WILL BE 20/2 =10% ON EACH GANTRY. IF BOTH THE BEAMS HAVE DIFFERENT AREA ; HORIZONTAL IMPACT WILL HAS TO MORE FOR GANTRY WITH HIGHER AREA. NOTE 2 : IMPACT FACTOR(FOR EOT CRANES) MBMA-1996(SEC.6) & AISC 89(SEC.A4) VERTICA L LATERAL LONGITUDIN AL CAB OPERATED 25% 20% 10% PENDANT OPERATED 10% MONORAIL 25% IMPACT FACTOR(FOR EOT CRANES) IS-875 1987(PART 2 ,SEC. 6.3) VERTICAL LATERAL LONGITUDIN AL FOR ALL CLASSES OF CRANES 25% 10% 5% FOR COLUMNS SUPPORTING CLASS 3 & 4 25% 10% 5% FOR COLUMNS SUPPORTING CLASS 1 & 2 10% 10% 5%

Upload: alex-immanuel

Post on 02-Dec-2015

30 views

Category:

Documents


0 download

DESCRIPTION

IMpact of crane beam on steel design

TRANSCRIPT

Page 1: IMPACT for Crane Beam Design

FORCES ON GANTRY (CRANE BEAMS)

1. VERTICAL FORCE=WHEEL LOAD X IMPACT FACTOR

2. HORIZONTAL LOAD =( TROLLEY& HOISTWT +RATED CAPACITY) X

IMPACT FACTOR

3. LONGITUDINAL FORCE = (SUM OF EACH WHEEL LOADS) X IMPACT

FACTOR

NOTE 1 :

AS PER MBMA , HORIZONTAL FORCE SHALL BE DISTRIBUTED

WITH REGARD TO LATERAL STIFFNESS OF RUNWAY BEAM.

i.e FIRST CHECK THE CROSSSECTION OF GANTRY ON BOTH

SIDES FOR VERTICAL IMPACT ;

IF BOTH THE BEAMS HAVE SAME AREA ; HORIZONTAL IMPACT WILL BE 20/2 =10%

ON EACH GANTRY.

IF BOTH THE BEAMS HAVE DIFFERENT AREA ; HORIZONTAL IMPACT WILL HAS TO

MORE FOR GANTRY WITH HIGHER AREA.

NOTE 2 :

IMPACT FACTOR(FOR EOT CRANES)

MBMA-1996(SEC.6) & AISC 89(SEC.A4)VERTICAL LATERAL LONGITUDINAL

CAB OPERATED 25%

20% 10%PENDANT OPERATED

10%

MONORAIL 25%

IMPACT FACTOR(FOR EOT CRANES)

IS-875 1987(PART 2 ,SEC. 6.3)VERTICAL LATERAL LONGITUDINAL

FOR ALL CLASSES OF CRANES

25% 10% 5%

FOR COLUMNS SUPPORTING CLASS 3 & 4

25% 10% 5%

FOR COLUMNS SUPPORTING CLASS 1 & 2

10% 10% 5%