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WoodWorks® Shearwalls 2352.wsw Feb.20,2023 13:29:46 <br /> WIND SHEAR LOADS(as entered or generated)(continued) <br /> Block 1 S Wall 1 N->S Lee Line 0.00 24.50 33.6 <br /> Block 1 S Wall Min N->S Lee Line 0.00 24.30 31.3 <br /> Block 1 N Wall Min N->S Wind Line 0.00. 24.50 38.7 <br /> Block 1 N Wall 1 N->S Wind Line 0.00 24.50 55.7 <br /> Block 1 N Wall 1 N->S Wind Line 0.00 24.50 69.5 <br /> Block 1 N Wall Min N->S Wind Line 0.00 24.50 31.0 <br /> Legend: <br /> Block-Block used in load generation <br /> Accum.=loads from one block combined with another <br /> Manual=user-entered loads(so no block) <br /> F-Building face(north,south,east or west) <br /> Element-Building surface on which loads generated or entered <br /> Load Case-One of the following: <br /> ASCE 7 All Heights:Case 1 or 2 from Fig 27.3-8 or minimum loads from 27.1.5 <br /> ASCE 7 Low-rise:Reference corner and Case A or B from Fig 28.3-1 or minimum loads from 28.3.4 <br /> Wind Dir-Direction of wind for loads with positive magnitude,also direction of MWFRS. <br /> Surf Dir-Windward or leeward side of the building for loads in given direction <br /> Prof-Profile(distribution) <br /> Location-Start and end points on building element <br /> Magnitude-Start=intensity of uniform and point loads or leftmost intensity of trapezoidal load,End=right intensity of trap load <br /> Trib Ht-Tributary height of area loads only <br /> Notes: <br /> All loads entered by the user or generated by program are specified(unfactored)loads.The program applies a load factor of 0.60 to wind loads before <br /> distributing them to the shearlines. <br /> 6 <br /> Page 31 of 63 <br />