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Project Title: Nautica Soundview <br /> Engineer: REP <br /> Project ID: 0580218 <br /> Project Descr. Rooftop Deck <br /> Wood Beam Project File:Nautica.ec6 <br /> LIC#:KW-06013356,Build:20.22.8.17 J2 Building Consultants (c)ENERCALC INC 1983-202; <br /> DESCRIPTION: Typical Deck Beam <br /> Maximum Forces&Stresses for Load Combinations <br /> Load Combination Max tress Moment Values Shear Va ues <br /> Segment Length Span# M V Cd CFN Ci Cr Cm C t OL M fb F'b V fv F'v <br /> +D+0.750L 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=4.0 ft 1 0.268 0.277 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.54 369.95 1381.25 0.67 52.01 187.50 <br /> Length=4.0 ft 2 0.268 0.277 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.54 369.95 1381.25 0.67 52.01 187.50 <br /> Length=4.0 ft 3 0.268 0.277 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.54 369.95 1381.25 0.67 52.01 187.50 <br /> +0.60D 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=4.0 ft 1 0.015 0.015 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.04 26.11 1768.00 0.05 3.67 240.00 <br /> Length=4.0 ft 2 0.015 0.015 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.04 26.11 1768.00 0.05 3.67 240.00 <br /> Length=4.0 ft 3 0.015 0.015 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.04 26.11 1768.00 0.05 3.67 240.00 <br /> Overall Maximum Deflections _ <br /> Load Combination Span Max.'="Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> +D+L 1 0.0216 1.815 0.0000 0.000 <br /> +D+L 2 0.0015 2.017 +D+L -0.0014 0.471 <br /> +D+L 3 0.0213 2.218 0.0000 0.471 <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 Sup o upport 4 <br /> Overall MAXimum 0.704 1.936 1.93 0.704 <br /> Overall MlNimum 0.640 1.760 0 0.640 <br /> D Only 0.064 0.176 0.176 0.064 <br /> +D+L 0.704 1.936 1.936 0.704 <br /> +D+0.750L 0.544 1.496 1.496 0.544 <br /> +0.60D 0.038 0.106 0.106 0.038 \ <br /> L Only 0.640 1.760 1.760 C.640 <br /> \C <br />