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, <br /> STRUCTURAL CALCULATIONS X��ODWAY HOMES,INC. <br /> 8308176t St SW, Lynnwood,VVA80037 M25 772-3167 <br /> BaamChekv2U22 licensed to:Nk]O}WAY HOMES INC. ReA#8/01-/582 <br /> TUCK ALTERATIONS MODIFIED ROOF RAFTERS <br /> Prepared by:DD.A|ADate:8n1/22 <br /> Selection 2x 6 HIF#2 @ 24inoc Lu=U.0Ft <br /> Conditions ND82U18. Repetitive Use <br /> Min Bearing Area R1=0.8in2R2=0.9in2 (1.5) DLDaf|= 0.25in <br /> Data Beam Span 10.0ft Reaction LL 250# Reaction 2LL 250# <br /> Beam VVt per ft 0# Reaction 1TL 350# Reaction 2TL 350# <br /> BmVVtIncluded O# Maximum 360# <br /> Max Moment 875 # Max V(Raduced) 318# <br /> TL Max DmO L/18O TLActualDeO L/181 <br /> LL Max DeD L/240 LL Actual DoM L/288 <br /> Attributes 800bun(in3) 8heox(in2) TLDeN(|n) LLDef| <br /> Actual 7.58 8'25 0.66 0.42 <br /> Critical 7.19 2.76 0.67 0.50 <br /> Status OR OK OK OK <br /> Ratio QG% 34% 100% 83% <br /> Fb(pui) Fv(poi) E(psi xmil) Fc|(pyV <br /> kabon Reference Values 850 150 1.3 405 <br /> Adjusted Values 1461 173 1.3 405 <br /> Aoiumtmyntm OFSiza Factor 1.300 ^ <br /> Cd Duration 1'15 1.15 <br /> Cr Repetitive 1.15 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1'00 <br /> Cl Stability 1.0080 Rb~O.0U Le~O.8OFt <br /> Loads UnmunnLL:50 Uniform TL:7O =A <br /> AUGD ECEOVE <br /> 2 4 2022 <br /> ITr <br /> r���� ��F EVERET� <br /> �' ' �zmm� �����i��sOTIS <br /> ' <br /> v-��»"=~ `~ <br /> Uniform Load A <br /> R1 ~350 H2 850 <br /> SPAN=1OFT <br /> Uniform and partial uniform loads are|bs per lineal ft. <br /> Nb$m (E) ROOF RAFTERS ARE 2x4 DF @ 24"n/:. <br /> ADD 3/4"HF#2TQBOT.[)F RAFTER WITH S[W TRUSS-PLY SCREWS U.22O^x8"@ 12"o.o. <br /> THIS COMPOSITE RAFTER|G61/4^DEEP,ANALYZED ASA 2m5HF#2 <br />