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, <br /> ?i� <br /> ,{ii <br /> i <br /> '�I! <br /> Allowable Stress Design Load Combinations per IBC Sec.1605.3 ;i� <br /> ;li <br /> ,� <br /> Factors Factored Loads `�' <br /> D E S D E 5 Total <br /> ;ii <br /> �K) tK) �K) �K) ;I: <br /> 3;� <br /> �� <br /> Eq 16-10 1.00 1.00 1.14 - 0.3Z 1.46 <br /> ;�! <br /> Eq 16-12 1.13 0.70 1.29 035 - 1.65 � ;�� <br /> Eq 16-14 1.10 0.53 OJ5 1.25 0.27 0.24 1J5 � �����,' '(;� � ii <br /> � �,4--�► � �t��- 4 i�li� �:�i <br /> �� �' �k �� <br /> . � � �i <br /> �� ��� ;�; <br /> ,..., a,, <br /> Transverse Beam Y � <br /> Load per Beam �� � � ��� <br /> L c/c Cols L@ face Chiller x@ P P M@ face Mn/S�b Stress V Av Va 'S�tress <br /> L@ Supports ea end =P*x Ratio ;Ratio <br /> (ft) (ft) (ft) (ft) (K) (ft-K) (ft-K) (K) (in^2) (K) ;j <br /> R�I <br /> HSS6x6x1/4 8 7.5 7.17 0.165 1J5 0.29 25.7 0.01 1J5 2J5 50.6 1!; 0.03 <br /> �'� c��'�.Q.- C.�-a-�c.�c�,� r�r�;���=,��� <br /> ��'/ ?-/L-Q-r�s y�.S',rc (-f 5's u!i��.�O � <br /> Lon�itudinat Beam " e i� <br /> �oad per Beam /�- 4*F 5 S CO 7t,� .� ;�i', <br /> ;�, <br /> Section L c/c Cols L@ face x@ P P M@ center Mn/f2b Stress V Av Va S�ress <br /> =P*L/4 Ratio f�atio <br /> (ft) (ft} (ft) (K) (ft-K) (ft-K) (K) (in^2) (K) ''�i <br /> ;i� <br /> HS510x6x1/4 8 7.5 4.00 1J5 3.29 54.1 0.06 0.88 4.75 87.4 y�j 0.01 <br /> ,'ll <br /> ;`G <br /> . �i� <br /> ;;; <br /> ;;;; <br /> I; <br /> ' I; <br /> -;�i <br /> �...�._ ,��_ <br /> � � .. ,"',t �I( <br /> � 2�_� I '�jl ` <br /> � 'i� <br /> . i� , � . <br /> _ . �i' . <br />