staad pro introduction |staad pro steel design |staad foundation advanced

staad pro introduction |staad pro steel design |staad foundation advanced

MULTI-STORIED BUILDING STAAD PRO DESIGN PROCEDURE

LEVEL -1

• column marking in plan
• Floor beam layout
• creating staad model
• assigning property
• load calculation
• perform analysis

LEVEL -2

• design of members
• support reaction
• output file
• grouping the area of steel 
• detailing of structure based on staad

SCROLL DOWN & DOWNLOAD STAAD FILE 

LOAD CALCULATION

..
Live Load
Floor Slab Load			200	kg/m2
Toilet Slab Load			200	kg/m2
Roof Slab Load			100	kg/m2
Dead Load
Floor Slab Load
*Self Weight	0.13	2500	325
*Floor Finish			100
Sunken Slab Load
*Self Weight	0.3	2500	750
*Filling	0.3	1900	570
*Partition & Floor Finish			200
Roof Slab Load
*Self Weight	0.13	2500	325	kg/m2
Wall Load
*Grade Beam
230 mm thk wall	3	1920	5760	kg/m
*Floor Beam
230 mm thk wall	3	1920	5760	kg/m
*Roof Beam
230 mm thk wall	1.3	1920	2496	kg/m

STAAD INPUT FILE

STAAD SPACE

START JOB INFORMATION

ENGINEER DATE 07-Nov-17

END JOB INFORMATION

INPUT WIDTH 79

UNIT METER KN

DEFINE MATERIAL START

ISOTROPIC CONCRETE

E 2.17185e+007

POISSON 0.17

DENSITY 23.5616

ALPHA 1e-005

DAMP 0.05

TYPE CONCRETE

STRENGTH FCU 27579

END DEFINE MATERIAL

MEMBER PROPERTY AMERICAN

207 TO 214 PRIS YD 0.23 ZD 0.23

147 TO 162 167 TO 178 187 TO 202 PRIS YD 0.38 ZD 0.23

163 TO 166 179 TO 186 203 TO 206 PRIS YD 0.23 ZD 0.38

63 65 TO 68 70 TO 91 93 TO 96 98 TO 119 121 TO 124 126 TO 145 -

146 PRIS YD 0.38 ZD 0.23

35 37 TO 40 42 TO 62 PRIS YD 0.3 ZD 0.23

CONSTANTS

MATERIAL CONCRETE ALL

SUPPORTS

1 3 TO 7 9 TO 13 15 TO 20 PINNED

LOAD 1 LOADTYPE Dead  TITLE LOAD CASE 1

SELFWEIGHT Y -1 

MEMBER LOAD

35 37 39 40 42 44 TO 47 49 TO 62 UNI GY -17.64

63 65 TO 68 70 73 TO 81 83 TO 86 88 TO 91 93 TO 96 98 101 TO 109 111 TO 114 -

116 TO 118 UNI GY -13.28

38 48 119 121 TO 123 130 TO 135 139 140 144 TO 146 UNI GY -4

FLOOR LOAD

YRANGE 3 13 FLOAD -7.25 GY

LOAD 2 LOADTYPE Dead  TITLE LOAD CASE 2

REPEAT LOAD

1 1.5 

PDELTA ANALYSIS SMALLDELTA

START CONCRETE DESIGN

CODE INDIAN

UNIT MMS NEWTON

CLEAR 40 MEMB 147 TO 214

CLEAR 30 MEMB 35 37 TO 40 42 TO 63 65 TO 68 70 TO 91 93 TO 96 98 TO 119 121 -

122 TO 124 126 TO 146

FC 20 ALL

FYMAIN 500 ALL

FYSEC 500 ALL

TORSION 1 ALL

DESIGN BEAM 35 37 TO 40 42 TO 63 65 TO 68 70 TO 91 93 TO 96 98 TO 119 121 -

122 TO 124 126 TO 146

DESIGN COLUMN 147 TO 214

END CONCRETE DESIGN

UNIT METER MTON

LOAD LIST 1

PRINT SUPPORT REACTION

UNIT METER KG

PRINT SUPPORT REACTION

FINISH

STAAD PRO FILE DOWNLOAD  -CLICK HERE

ABOVE BUILDING COMPLETE SET DOWNLOAD

• FLOOR PLAN AUTOCAD
• STAAD PRO FILE
• STRUCTURAL DRAWING

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staad pro introduction |staad pro steel design |staad foundation advanced

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