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SMALLER DIMENSION OF BUILDING PLAN (M) 7.25GREATER DIMENSION OF BUILDING PLAN (M) 12.045

ROOF TRUSS SPAN (M) 7.25HEIGHT OF COLUMN/BUILDING (M) 3.9

SPACING OF TRUSS (M) 4SLOPE OF ROOFING 0.21LOCATION OF SHED UDHAMPUR

DESIGN WIND SPEED m/s 47DESIGN WIND PRESSURE N/m2 1325.4

WEIGHT OF ROOFING kg/m2 18WEIGHT OF ROOFING N/m2 180

SLOPE ANGLE radians 0.2069921942SLOPE ANGLE Degree 11.855007431

COS PHI 0.9786534966SIN PHI 0.2055172343

LIVE LOAD ON PURLIN kN/m2 0.7128998514LIVE LOAD ON PURLIN N/m2 712.89985139LIVE LOAD ON TRUSS N/m2 475.26656759

MINIMUM LIVE LOAD ON TRUSS N/m2 400DESIGN LIVE LOAD ON TRUSS N/m2 713

LENGTH ALONG THE SLOPING ROOF 7.4081378396TOTAL WEIGHT OF ROOFING MATERIAL (N) 5333.8592445

TOTAL NO. OF PURLINS 9ASSUMED WEIGHT OF PURLIN kg/m 12.75

TOTAL WEIGHT OF PURLIN (N) 4590TOTAL LIVE LOAD (N) 20677

MAXIMUM SPACING OF PURLIN (m) 1.226WEIGHT OF SHEETING (N/m) 220.68

ASSUMED WEIGHT OF PURLIN kg/m 12.75SELF WEIGHT OF PURLIN N/m 127.5

TOTAL DEAD LOAD ON PURLIN N/m 348.18TOTAL LIVE LOAD ON PURLIN N/m 874.0152178

TOTAL DEAD LOAD +LIVE LOAD N/m 1222.1952178WIND LOAD UPLIFT FORCE ON PURLIN N/m 1624.9404

NET UPLIFT FORCE ON PURLIN N/m 1284.1928256DISTANCE OF FIRST PURLIN FROM TOP (m) 0

DISTANCE OF LAST PURLIN FROM SECOND LAST (m) 1.22h / w 0.5379310345

EXTERNAL PRESSURE COEFFICIENT FOR 90 d WINDWINDWARD -0.8LEEWARD -0.6

EXTERNAL PRESSURE COEFFICIENT FOR 0 d WINDWINDWARD -0.7LEEWARD -0.5

INTERNAL PRESSURE COEFFICIENT FOR NORMAL PERMEABILITY 0.7

TOTAL PRESSURE COEFFICIENT FOR 90 d WINDWINDWARD -1.5LEEWARD -1.3

TOTAL PRESSURE COEFFICIENT FOR 0 d WINDWINDWARD -1.4LEEWARD -1.2

PRESSURE FOR 90 d WIND N/m2WINDWARD -1988.1LEEWARD -1723.02

PRESSURE FOR 0 d WIND N/m2WINDWARD -1855.56LEEWARD -1590.48

DEPTH OF SNOW 0.4 0

DENSITY OF SNOW N/m2 9170 2500TOTAL SNOW LOAD ON TRUSS (N/m2) 2934.4 0

TOTAL SNOW LOAD ON TRUSS (N) 85097.63945.7544

PURLIN POINTS TOP MOST POINTDEAD LOAD EXCLUDING SELFWEIGHT 951.36

LIVE LOAD 1710.95642042531

WIN

D L

OA

D 90 d WIND

WINDWARDVERTICAL -4770.76081268941

HORIZONTAL -1001.85977066478

LEEWARDVERTICAL -4134.65937099749

HORIZONTAL -868.278467909473

0 d WIND

WINDWARDVERTICAL -4452.71009184345

HORIZONTAL -935.069119287125

LEEWARDVERTICAL -3816.60865015153

HORIZONTAL -801.487816531821SNOW LOAD 3520.77876584574

BASIC WIND SPEED m/s 47 TOP MOST POINTk1 1 -0.951k2 1 -1.711k3 1 4.771

-1.0024.1350.8684.453-0.9353.8170.801

PURLIN MOMENT UNDER DEAD LOAD + LIVE LOAD CONDITIONMxx 1913.768997 N-m Zxx Cm3 11.5985999847742Myy 401.8914895 N-m Zyy Cm3 2.43570599680259PURLIN MOMENT UNDER DEAD LOAD + WIND LOAD CONDITION

Mxx 2010.847678 N-m Zxx Cm3 12.1869556270422Myy 114.491185 N-m Zyy Cm3 0.693885969782725PURLIN MOMENT UNDER DEAD LOAD + SNOW LOAD CONDITION

Mxx 6178.442144 N-m Zxx Cm3 37.4451039058677Myy 1297.47285 N-m Zyy Cm3 7.86347182023222

PAGENO. 16IS875

PART III

INTERMEDIATE POINT POINT AT SHOE1392.72 951.36

3421.91284085061 1710.95642042531-9541.52162537883 -4770.76081268941-2003.71954132955 -1001.85977066478-8269.31874199498 -4134.65937099749-1736.55693581895 -868.278467909473-8905.42018368691 -4452.71009184345-1870.13823857425 -935.069119287125-7633.21730030306 -3816.60865015153-1602.97563306364 -801.4878165318217041.55753169147 3520.77876584574

INTERMEDIATE POINT POINT JUST BEFORE SHOE-1.393 -0.951-3.422 -1.7119.542 4.771-2.004 -1.0028.269 4.1351.737 0.8688.905 4.453-1.870 -0.9357.633 3.8171.603 0.801