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CITY OF SANTA ANA <br />Planning and Building Ancy <br />may, lS. <br />Approved <br />FOR PERMIT ISSUANCE <br />Wood Beam <br />roject File: 7-BM and Post.ec6 <br />LIC# : KW-06019351, Build:20.24.02.28 <br />PNP Engineering, Inc. <br />(c) ENERCALC INC 1983-2023 <br />DESCRIPTION: (N) 4x10 Roof Beam <br />Master ID: <br />Date: <br />Overall Maximum Deflections <br />Load Combination Span Max. <br />"-" Deft Location in Span <br />Load Combination <br />Max. + Deft Location in Span <br />+D+Lr 1 <br />0.3663 <br />9.639 <br />0.0000 0.000 <br />Lr Only 2 <br />0.0499 <br />11.656 <br />D Only <br />-0.0388 4.358 <br />Vertical Reactions <br />Support notation : Far left is #1 <br />Values in KIPS <br />Load Combination <br />Support 1 Support 2 Support <br />3 <br />Max Upward from all Load Conditions <br />2.171 <br />5.308 <br />0.966 <br />T <br />Max Upward from Load Combinations <br />2.171 <br />5.308 <br />0.966 <br />Max Upward from Load Cases <br />1.557 <br />3.392 <br />0.530 <br />D Only <br />1.557 <br />3.392 <br />0.436 <br />+D+Lr <br />2.171 <br />5.308 <br />0.966 <br />Lr Only <br />0.615 <br />1.915 <br />0.530 <br />