DOWNLOAD CIVIL ENGINEERING TYPICAL DRAWING DETAILS:
STRUCTURAL STEEL : 128 ACAD drawing sheets
( Following drawings are available in Super Civil CD )
SR DRAWING DESCRIPTION SIZE {MB}
1 GENERAL NOTES & SYMBOL 0.054
2 GRATING DETAILS    
  SHEET NO: 1   0.057
  SHEET NO: 2   0.083
  SHEET NO: 3  0.085
  SHEET NO: 4   0.077
  SHEET NO: 5   0.20
  SHEET NO: 6   0.042
  SHEET NO: 7  0.22
  SHEET NO: 8   0.21
  SHEET NO: 9  0.23
  SHEET NO: 10   0.22
  SHEET NO: 11  0.24
3 CHEQUERED PLATE DETAILS   
  SHEET NO: 1   0.044
  SHEET NO: 2   0.070
  SHEET NO: 3  0.064
  SHEET NO: 4   0.24
  SHEET NO: 5   0.23
  SHEET NO: 6   0.22
4 GRATING/CHEQUERED PLATE FIXING DETAILS IN WALL  0.044
5 EDGE DISTANCE OF HOLES IN MEMBERS  0.038
6 CRANE/GANTRY BRACKET DETAILS   
  SHEET NO: 1   0.071
  SHEET NO: 2   0.076
  SHEET NO: 3  0.12
  SHEET NO: 4  0.10
7 WELDING SYMBOLS / DETAILS  
  SHEET NO: 1   0.042
  SHEET NO: 2   0.044
  SHEET NO: 3  0.039
  SHEET NO: 4   0.074
  SHEET NO: 5   0.061
  SHEET NO: 6   0.070
  SHEET NO: 7  0.057
8 DETAILS OF MONITOR ON TRUSS  0.044
9 TRUSS SHOE/BASE DETAIL  
  SHEET NO: 1   0.041 
  SHEET NO: 2   0.040
10 TYPICAL ARRANGEMENT OF HORIZONTAL BRACING  0.101
11 GAUGE DISTANCE FOR ANGLES  0.045
12 DIMENSIONS OF 90 Lb RAIL  0.042
13 DIMENSIONS OF 105 Lb RAIL  0.048
14 TYPICAL DETAILS OF ANCHOR/HOLDING DOWN BOLTS   
  SHEET NO: 1   0.13
  SHEET NO: 2   0.15
  SHEET NO: 3  0.15
15 SUBSTITUTION OF EQUIVALENT STEEL MEMBERS  0.050
16 TYPICAL LADDER DETAILS   
  SHEET NO: 1   0.117
  SHEET NO: 2   0.060
  SHEET NO: 3  0.084
  SHEET NO: 4   0.071
  SHEET NO: 5   0.061
  SHEET NO: 6   0.08
  SHEET NO: 7  0.123
  SHEET NO: 8  0.061
17 TYPICAL SHEAR CONNECTOR DETAILS FOR CONCRETE  0.062
18 MOMENT CONNECTION BETWEEN RC COLUMN & BOX MEMBERS  0.096
19 MOMENT CONNECTION BETWEEN MC-BOX COLUMN TO BEAMS   
  SHEET NO: 1  { BOX MC-BEAM FRAMING FROM ONE SIDE }  0.08
  SHEET NO: 2  { BOX MC-BEAM FRAMING FROM ALL SIDES }  0.095
  SHEET NO: 3  { MB/MC/BOX BEAMS }  0.072
  SHEET NO: 4  { POSSIBLE PERMISSIBLE CONNECTION SCHEDULE }  0.057
  SHEET NO: 5  { MB BEAM }  0.118
  SHEET NO: 6  { SCHEDULE MB BEAM }  0.07
  SHEET NO: 7  { MC BEAM }  0.138
20 MOMENT CONNECTION BETWEEN MB COLUMN TO BEAMS   
  SHEET NO: 1  { BOX-MC MEMBERS }  0.091
  SHEET NO: 2  { BOX/MB/MC DETAILS }  0.068
  SHEET NO: 3  { MC MEMBERS }  0.138
  SHEET NO: 4  { MB MEMBERS }  0.12
  SHEET NO: 5   { SCHEDULE }  0.066
21 MOMENT CONNECTION BETWEEN 2-MB BUILTUP COLUMN TO BEAMS    
  SHEET NO: 1  { MC MEMBERS }  0.112
  SHEET NO: 2  { MB MEMBERS }  0.125
  SHEET NO: 3  { SCHEDULE }  0.067
22 SHEAR CONNECTION BETWEEN BOX COLUMNS TO BEAMS    
  SHEET NO: 1  { MC MEMBERS }  0.103
  SHEET NO: 2  { MB MEMBERS }  0.145
23 SHEAR CONNECTION BETWEEN MB COLUMNS TO BEAMS   
  SHEET NO: 1  { MB MEMBERS }  0.151
  SHEET NO: 2  { MC MEMBERS }  0.191
24 SHEAR CONNECTION BETWEEN 2-MB BUILTUP COLUMNS TO BEAMS   
  SHEET NO: 1  { MC MEMBERS }  0.231
  SHEET NO: 2  { MB MEMBERS }  0.173
25 SHEAR CONNECTION BETWEEN MB/MC BEAM SECTIONS  0.197
26 SHEAR CONNECTION BETWEEN RC SECTION & MB/MC SECTIONS  0.253
27 STANDARD SPLICE DETAILS BETWEEN MEMBERS   
  SHEET NO: 1  { 2- MB TO MB }  0.098
  SHEET NO: 2  { SCHEDULE }  0.076
  SHEET NO: 3  { SCHEDULE }  0.083
  SHEET NO: 4  { MC-BOX TO MC-BOX }  0.154
  SHEET NO: 5  { MB / 2-MB BUILTUP COLUMNS } [TYPE I]  0.445
  SHEET NO: 6  { MB / 2-MB BUILTUP COLUMNS } [TYPE II]  0.446
  SHEET NO: 7 { SCHEDULE }  0.428
  SHEET NO: 8 { SCHEDULE }  0.421
  SHEET NO: 9 { ELEVATION }  0.431
  SHEET NO: 10  { MB / 2-MB BUILTUP COLUMNS } [TYPE III]  0.457
  SHEET NO: 11 { MB / 2-MB BUILTUP COLUMNS } [TYPE IV]  0.454
  SHEET NO: 12 { 2-MB / 2-MB BUILTUP COLUMNS } [SCHEDULE-I]  0.428
  SHEET NO: 13 { 2-MB / 2-MB BUILTUP COLUMNS } [SCHEDULE-II]  0.421
  SHEET NO: 14 { BETWEEN UN-EQUAL SINGLE ANGLES }  0.073
  SHEET NO: 15 { BETWEEN EQUAL SINGLE ANGLES }  0.079
  SHEET NO: 16 { BETWEEN EQUAL DOUBLE ANGLES }  0.088
  SHEET NO: 17 { BETWEEN UN-EQUAL DOUBLE ANGLES }  0.076
  SHEET NO: 18 { BETWEEN BEAM ISMC/ISMB }  0.078
28 STANDARD DETAILS OF PIPE SUPPORTS/PIPE/CABLE RACKS   
  SHEET NO: 1  { MKD PS1/1}  0.192
  SHEET NO: 2  { MKD PS1/2 }  0.142
  SHEET NO: 3  { MKD PS2/1}  0.155
  SHEET NO: 4  { MKD PS2/2}  0.232
  SHEET NO: 5  { MKD PS3/1}  0.163
  SHEET NO: 6  { MKD PS3/2}  0.158
  SHEET NO: 7  { SINGLE TIER PIPE/CABLE RACK : DETAIL-1}  0.162
  SHEET NO: 8  { SINGLE TIER PIPE/CABLE RACK : DETAIL-2}  0.157
  SHEET NO: 9  { DOUBLE TIER PIPE/CABLE RACK : DETAIL-1}  0.173
  SHEET NO: 10  { DOUBLE TIER PIPE/CABLE RACK : DETAIL-2}  0.157
  SHEET NO: 11  { 3 TIER PIPE/CABLE RACK : DETAIL-1}  0.184
  SHEET NO: 12  { 3 TIER PIPE/CABLE RACK : DETAIL-2}  0.157
29 STANDARD BRACKET DETAILS FOR SUPPORTING PIPE/CABLE RACK   
  SHEET NO: 1  { SINGLE TIER PIPE/CABLE RACK }  0.275
  SHEET NO: 2  { DOUBLE TIER PIPE/CABLE RACK }  0.274
  SHEET NO: 3  { BRACKET MKD BKT-8 }  0.395
  SHEET NO: 4  { BRACKET MKD BKT-9 }  0.446
  SHEET NO: 5  { BRACKET MKD BKT-10 }  0.453
  SHEET NO: 6  { BRACKET MKD BKT-11 }  0.463
  SHEET NO: 7  { PORTAL MKD BKT-20 }  0.192
30 PIPE RACK ON " T " CONCRETE SUPPORTS  0.193
31 STANDARD BASE PLATE DETAILS FOR COLUMNS   
  SHEET NO: 1  { MB }  0.109
  SHEET NO: 2  { SCHEDULE }  0.087
  SHEET NO: 3  { MC-BOX COLUMNS }  0.097
  SHEET NO: 4  { 2-MB BUILTUP COLUMNS }  0.104
  SHEET NO: 5  { SCHEDULE }  0.077
32 STANDARD BASE PLATE FOR TRUSSES  0.300
33 STANDARD DETAILS OF BUILT-UP PURLINS   
  SHEET NO: 1  { 7.0 M SPAN }  0.165
  SHEET NO: 2  { 8.0 M SPAN }  0.170
  SHEET NO: 3  { 9.0 M SPAN }  0.168
  SHEET NO: 4  { 10.0 M SPAN }  0.176
  SHEET NO: 5  { 11.0 M SPAN }  0.177
34 WALKWAY DETAILS  0.139
35 DETAILS OF LOUVERS   
  SHEET NO: 1   0.169
  SHEET NO: 2   0.245
  SHEET NO: 3   0.138
36 WELDING LENGTH FOR BRACED ANGLE MEMBERS  0.069