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Project Title: POE Central Marina Fuel Dock <br /> Engineer: NAP <br /> Project ID: 2100176 <br /> Project Descr: <br /> Wood Beam Project File: POE Building Design Calcs.ec6 <br /> LIC#:KW-06014851,Build:20.23.2.14 KPFF CONSULTING ENGINEERS (c)ENERCALC INC 1983-2022 <br /> DESCRIPTION: Attendant Bldg Overhang Beam <br /> Overall Maximum Deflections <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max.°+°Defl Location in Span <br /> +D+Lr 1 0.0659 2.518 0.0000 0.000 <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Max Upward from all Load Conditions 0.945 0.945 <br /> Max Upward from Load Combinations 0.945 0.945 <br /> Max Upward from Load Cases 0.595 0.595 <br /> D Only 0.595 0.595 <br /> +D+Lr 0.945 0.945 <br /> +D+0.750Lr 0.858 0.858 <br /> +0.60D 0.357 0.357 <br /> Lr Only 0.350 0.350 <br />