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1 PLANE FRAME AND TRUSS ANALYSIS
STRUCTURE DATA FOR JOB IDENT. EXAMPLE2
MEM= 2 NJ= 3 NLD= 1 E= 20000000.
JOINT COORDINATES
JOINT JRF JVF JHF X-COORDINATE Y-COORDINATE
1 1 1 1 0.000 0.000
2 0 0 1 4.000 0.000
3 1 0 1 8.000 0.000
1 MEMBER DATA
MEM NO J K INERTIA AREA MODULUS LENGTH TYPE SPRINGTYPE VALUE K VALUE
0 1 1 2 0.1000E-01 0.0000E+00 20000000.200 4.000 1 0 0. 0.1000E+01
0 2 2 3 0.1000E-01 0.0000E+00 20000000.200 4.000 2 4 5. 0.0000E+00
1 INPUT DATA FOR LOADING NUMBER 1
MEMBER LOAD BEGIN LOAD END X BEGIN X END ALPHA
2 10.000 0.000 2.000 2.000 0.000
0 JOINT DEFLECTIONS AND ROTATIONS FOR LOADING 1
J ROTATION VERT DEFL HORZ DEFL
1 0.00000000E+00 0.00000000E+00 0.00000000E+00
2 -0.17578072E+00 0.70331960E+00 0.00000000E+00
3 0.00000000E+00 0.14060260E+01 0.00000000E+00
1 BEAM MOMENTS AND SHEARS LOADING 1
J MOMENT K MOMENT J SHEAR K SHEAR J AXIAL K AXIAL
MEMBER NO. 1 0.0000E+00 0.8126E+01 -0.1564E+01 0.2970E+01 0.0000E+00 0.0000E+00
MEMBER NO. 2 -0.8119E+01 0.0000E+00 -0.2970E+01 -0.7030E+01 0.0000E+00 0.0000E+00
1 INFLUENCE LINE OF DEFLECTION CURVE
0.0000000E+00
0 INFLUENCE LINE OF B.M.
MEM= 1
0.8126261E+01
MEM= 2
0.0000000E+00
0 INFLUENCE LINE OF S.F.
0.2969789E+01
-0.7029634E+01
0 INFLUENCE LINE OF A.F.
0.0000000E+00
0.0000000E+00