ABBREVIATIONS | ||
SI NO | ABBREVIATION | ................DEFINITION............... |
1 | AISC | AMERICAN INSTITUTE OF STEEL CONSTRUCTION |
2 | ANSI | AMERICAN NATIONAL STANDARD INSTITUTE |
3 | ASD | ALLOWABLE STRESS / STRENGTH DESIGN |
4 | AISE | ASSOCIATION OF IRON AND STEEL ENGINEERS |
5 | ASCE | AMERICAN SOCIETY OF CIVIL ENGINEERS |
6 | ASME | AMERICAN SOCIETY OF MECHANICAL ENGINEERS |
7 | ASTM | AMERICAN SOCIETY OF TESTING AND MATERAIL |
8 | ATLSS | ADVANCED TECHNOLOGY OF LARGE STRUCTURAL SYSTEMS |
9 | AESS | ARCHITECTURALLY EXPOSED STRUCTURAL STEEL |
10 | AWS | AMERICAN WELDING SOCIETY |
11 | AGS | AMERICAN GALVANIZERS SOCIETY |
12 | CFR | CODE OF FEDERAL REGULATION for the construction industry |
13 | CISC | CANADIAN INSTITUTE OF STEEL CONSTRUCTION |
14 | CMAA | CRANE MANUFACTURERS ASSOCIATION OF AMERICA |
15 | CMTR | CERTIFIED MILL TEST RECORD |
16 | LRFD | LOAD AND RESISTANCE FACTOR DESIGN |
17 | MBMA | METAL BUILDING MANUFACTUTRERS ASSOCIATION |
18 | NACE | NATIONAL ASSOCIATION OF CORROSION ENGINEERS INTERNATIONAL |
19 | NBCC | NATIONAL BUILDING CODE OF CANADA |
20 | NISD | NATIONAL INSTITUTE OF STEEL DETAILING |
21 | OSHA | OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION |
22 | RCSC | RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS |
23 | SSPC | STEEL STRUCTURES PAINTING COUNCIL / SOCIETY OF PROTECTIVE COATING |
24 | SSRC | STRUCTURAL STABILITY RESEARCH COUNCIL |
25 | WSD | WORKING STRESS DESIGN |
26 | SJI | STEEL JOIST INSTITUTE |
27 | NDE | NON DESTRUCTIVE EXAMINATION |
28 | NDT | NON DESTRUCTIVE TESTING |
29 | BIF | BILL INTERCHANGE FORMAT |
30 | CJP | COMPLETE JOINT PENETRATION |
37 | PJP | PARTIAL JOINT PENETRATION |
31 | E70LH | E70-LOW HYDROGEN |
32 | ERW | ELECTRIC RESISTANCE WELDING |
33 | FCAW | FLUX CORED ARC WELDING |
34 | GMAW | GAS METAL ARC WELDING |
36 | SMAW | SHIELDED METAL ARC WELDING |
35 | SAW | SUBMERGED ARC WELDNG |
38 | FR | FULLY RESTRAINED MOMENT CONNECTION |
39 | PR | PARTIALLY RESTRAINED MOMENT CONNECTION |
40 | SC | SLIP-CRITICAL |
41 | SDNF | STEEL DETAILING NEUTRAL FILE |
42 | SER/EOR | STRUCTURAL ENGINEER OF RECORD |
43 | SOP | STANDARD OFFICE PRACTICE |
44 | GTSM | GOUGE TO SOUND METAL |
45 | CAD | COMPUTER AIDED DRAFTING |
46 | CC | CENTRE TO CENTRE |
47 | CG | CENTE OF GRAVITY |
48 | CL | CENTRE LINE |
49 | CNC | COMPUTER NUMERIC CONTROL |
50 | DXF | DRAWING INTERCHANGE FORMAT |
51 | GA | GAGE |
52 | GOL | GAGE ON ANGLE/GAGE OUTSTANDING LEG |
53 | HSS | HOLLOW STRUCTURAL SECTION |
54 | HVAC | HEAT VENTILATING AND AIR CONDITIONING |
55 | KSI | KIPS PER SQUARE INCH |
56 | LBS | LB = POUND |
57 | LHE | LEFT HAND END |
58 | LLH | LONG LEG HORIZONTAL |
59 | LLV | LONG LEG VERTICAL |
60 | LSL | LONG SLOT |
61 | LSLP | LONG SLOTTED/LOAD PARALLEL HOLES |
62 | LSLT | LONG SLOTTED/LOAD TRANSVERSE HOLES |
63 | MC | MISCELLANEOUS CHANNEL / MOMENT CONNECTION |
64 | NS | NEAR SIDE |
65 | OSL | OUT STANDING LEG |
66 | OVS | OVERSIZED |
67 | RD | RUNNING DIMENSION |
68 | RFI | REQUEST FOR INFORMATION |
69 | SSL | SHORT SLOT |
70 | SSLP | SHORT SLOTTED/LOAD PARALLEL HOLES |
71 | SSLT | SHORT SLOTTED/LOAD TRANSVERSE HOLES |
72 | TBD | TO BE DETERMINED |
73 | TC | TENSION CONTROL |
74 | TYP | TYPICAL |
75 | UDL | UNIFORMLY DISTRIBUTED LOAD |
76 | UM | UNIVERSAL MILL |
77 | UNO | UNLESS NOTED OTHERWISE |
78 | SCBF | SPECIAL CONCENTRICALLY BRACED FRAMES |
79 | EBF | ECCENTRICALLY BRACED FRAMES |
80 | SMF | SPECIAL MOMENT FRAMES |
81 | IMF | INTERMEDIATE MOMENT FRAMES |
82 | OMF | ORDINARY MOMENT FRAMES |
83 | VT | VISUAL TESTING |
84 | PT | PENETRANT TESTING |
85 | MT | MAGNETIC-PARTICLE TESTING |
86 | UT | ULTRASONIC TESTING |
87 | RT | RADIOGRAPHIC TESTING |
88 | LASER | LIGHT AMPLIFICATION BY STIMULATED EMISSION OF RADIATION |
89 | AASHTO | AMERICAN ASSOCIATION OF STATE HIGHWAYS AND TRANSPORTATION OFFICIALS |
90 | AREMA | AMERICAN RAILWAY ENGINEERING AND MAINTAINANCE OF WAY ASSOCIATION |
91 | CASE | COUNCIL OF AMERICAN STRUCTURAL ENGINEERS |
Wednesday, March 19, 2008
STRUCTURAL STEEL ABBREVIATIONS
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Structural stability is a function of scientific creatures that had been presented by scientists lengthy ago, and not yet modeled, as far as we know.
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