Laserfiche WebLink
RISA-2D (R) Version 3.03 <br /> Engineering Enterprises, Inc. Job <br /> 11 Oak Road Page <br /> Circle Pines, MN 55014 Date <br /> LINTEL BEAM AT EAST END OF GARAGE <br /> ---------------------------------------------------------------------------- <br /> ---------------------------------------------------------------------------- <br /> ---------------------------------------------------------------------------- <br /> BLC Basic Load Case Load Totals <br /> No. Description Nodal Point Dist. <br /> ---------------------------------------------------------------------------- <br /> 1 DEAD LOAD 2 <br /> 2 LIVE LOAD 2 <br /> Member Distributed Loads,BLC l: DEAD LOAD <br /> ---------------------------------------------------------------------------- <br /> Memb I J Start End Start End <br /> No Node Node Dir Magnitude Magnitude Location Location <br /> -------------------------(K/ft,F) -----(K/ft,F)---------(ft) ---------(ft) ---- <br /> 1 1 - 2 Y -0.070 -0. 070 0. 000 12. 000 <br /> 1 1 - 2 Y -0.225 -0.225 0. 000 12.000 <br /> Member Distributed Loads,BLC 2: LIVE LOAD <br /> ---------------------------------------------------------------------------- <br /> Memb I J Start End Start End <br /> No Node Node Dir Magnitude Magnitude Location Location <br /> -------------------------(K/ft,F) -----(K/ft,F) ---------(ft) ---------(ft) ---- <br /> 1 1 - 2 Y -0. 100 -0. 100 0. 000 12. 000 <br /> 1 1 - 2 Y -0. 600 -0. 600 0. 000 12.000 <br /> ---------------------------------------------------------------------------- <br /> Load Combination Self Wt BLC BLC BLC BLC BLC W E <br /> No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V <br /> ---------------------------------------------------------------------------- <br /> 1 DL Y -1 11 Y <br /> 2 DL + LL Y -1 11 2 1 Y <br /> Dynamic Analysis Data <br /> Number of modes (frequencies) . 3 <br /> Basic Load Case for masses . None <br /> BLC mass direction of action . X only <br /> Acceleration of Gravity . 32 .20 ft/sec**2 <br /> ENVELOPE SOLUTION <br /> Nodal Displacements <br /> ---------------------------------------------------------------------------- <br /> Node Global X Global Y Rotation <br /> -------------------(in) ------LC----------(in) ------LC----------(rad) -----LC- <br /> 1 max 0.00000 1 -0.00000 1 -0.00138 1 <br /> min 0.00000 1 -0.00000 2 -0. 00440 2 <br /> 2 max 0.00000 1 -0.00000 1 0.00440 2 <br /> min 0.00000 1 -0.00000 2 0.00138 1 <br />