I am confused between the design paramenters to be used in th following file please check if I am right and what else is missing?

Shivam Sood — Tue, 11 Jul 2017 10:37:10 GMT

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 08-Jul-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 5.75 0; 3 3.9 5.75 0; 4 3.9 0 0; 5 0 0 -7.5; 6 0 5.75 -7.5;
7 3.9 5.75 -7.5; 8 3.9 0 -7.5; 9 -2.1 0 -7.5; 10 -2.1 5.75 -7.5;
11 0 5.75 -3.75; 12 3.9 5.75 -3.75; 13 1.95 5.75 0; 14 1.95 5.75 -7.5;
15 1.95 5.75 -3.75; 16 1.95 5.75 -5.625; 17 1.95 5.75 -1.875;
MEMBER INCIDENCES
1 1 2; 2 2 13; 3 3 4; 4 2 11; 5 3 12; 6 5 6; 7 6 14; 8 7 8; 9 6 10; 10 9 10;
11 11 6; 12 12 7; 14 13 3; 15 14 7; 17 14 16; 18 15 17; 19 11 15; 20 15 12;
21 16 15; 22 17 13;
*********************************
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
4 5 9 11 12 TABLE ST ISMB250
1 3 6 8 10 TABLE FR ISMC200 SP 0.09
19 20 TABLE ST ISMC200
2 7 14 15 TABLE ST ISMB300
17 18 21 22 TABLE ST ISMB250
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
1 4 5 8 9 FIXED
MEMBER RELEASE
4 5 17 19 START MY MZ
11 12 20 22 END MY MZ
6 END MY MZ
LOAD 1 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1 LIST 1 TO 12 14 15 17 TO 22
MEMBER LOAD
7 9 15 UNI GY -2.625
LOAD 2 LOADTYPE Crane Hook TITLE CRANE
JOINT LOAD
14 FX -2.18 FY -21.875 FZ 2.18
LOAD 4 LOADTYPE Crane Hook TITLE CRAN1
JOINT LOAD
16 FX -2.18 FY -21.875 FZ 2.18
LOAD 5 LOADTYPE Crane Hook TITLE CRANE2
JOINT LOAD
15 FX 2.18 FY -21.875 FZ 2.18
LOAD 6 LOADTYPE Crane Hook TITLE CRANE3
JOINT LOAD
17 FX -2.18 FY -21.875 FZ 2.18
LOAD 7 LOADTYPE Crane Hook TITLE CRANE4
JOINT LOAD
13 FX -2.18 FY -21.875 FZ 2.18
LOAD COMB 3 COMBINATION LOAD CASE 3
1 1.5 2 1.05
LOAD COMB 8 COMBINATION LOAD CASE 8
1 1.5 2 1.5
LOAD COMB 9 COMBINATION LOAD CASE 9
1 1.5 4 1.5
LOAD COMB 10 COMBINATION LOAD CASE 10
1 1.5 5 1.5
LOAD COMB 11 COMBINATION LOAD CASE 11
1 1.5 6 1.5
LOAD COMB 12 COMBINATION LOAD CASE 12
1 1.5 7 1.5
PERFORM ANALYSIS
PARAMETER 1
CODE IS800 LSD
FYLD 250000 ALL
KZ 1.2 MEMB 1 3 6 8 10
LZ 7.5 MEMB 4 5 11 12
LZ 3.5 MEMB 2 7 14 15
LY 3.75 MEMB 4 5 11 12
LY 1.95 MEMB 2 7 14 15
STEEL MEMBER TAKE OFF LIST 1 TO 12 14 15 17 TO 22
CHECK CODE ALL
FINISH

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Mon, 10 Jul 2017 12:56:04 GMT

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Design Parameters

Shivam Sood — Mon, 10 Jul 2017 16:58:02 GMT

what define the axis of the design parameters like LY,LX,LZ,KY,KX,KZ and when to define each please help iam new to this.

manually design the plinth beam

Shivam Sood — Sat, 25 Feb 2017 04:26:47 GMT

I want to manually design the plinth beam for a steel structure and extract the loads from staad which loads shall i consider?

i have 3 critical cases

and pinned footings

so i have Fx Fy Fz ,how to take them as a load for manually designing the plinth beam?

Iam getting this error while designing a steel shed: error in reading section forces for steel design from unit L16

Shivam Sood — Wed, 11 Jan 2017 06:58:13 GMT

staad. pro code checking-IS 800 2007(LSD)

THEN THE ERROR IN THE OUTPUT FILE

***error in reading section forces for steel design from unit L16***

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I am confused between the design paramenters to be used in th following file please check if I am right and what else is missing?

Ask A Question I

Design Parameters

manually design the plinth beam

Iam getting this error while designing a steel shed: error in reading section forces for steel design from unit L16