| 108 NOS. OF EXCEL SHEETS | |
| 1 |
MOMENT OF INERTIA OF I SECTION |
| 2 |
MOMENT OF INERTIA OF T SECTION |
| 3 | DESIGN OF CIRCULAR HOLLOW SECTIONS AS PER BRITISH CODE |
| 4 | DESIGN OF CRANE GIRDER AS PER BRITISH CODE |
| 5 | DESIGN & DETAILING OF BOLTS & WELDS AS PER BRITISH CODE |
| 6 | WELD DESIGN AS PER BRITISH CODE |
| 7 | DESIGN OF DOUBLE LEAF MASONRY WALL AS PER BRITISH CODE |
| 8 | CALCULATION OF LOADS ON PILES BELOW PILE CAP |
| 9 | DESIGN OF LIQUID RETAINING CONCRETE SECTION AS PER BRITISH CODE |
| 10 | DESIGN OF RCC BEAM AS PER BRITISH CODE |
| 11 | DESIGN OF RCC RECTANGULAR COLUMN AS PER BRITISH CODE |
| 12 | DESIGN OF RCC CIRCULAR COLUMN AS PER BRITISH CODE |
| 13 | DESIGN OF SIGN POST ELEMENTS AS PER US CODES |
| 14 | CALCULATION OF WELDS, WIND, REBAR ETC AS PER US CODES |
| 15 | DESIGN OF PAD FOOTING AS PER US CODE |
| 16 | DESIGN OF ECCENTRIC FOOTING AS PER US CODE |
| 17 | DESIGN OF WALL FOOTING AS PER US CODE |
| 18 | DESIGN OF COMBINE FOOTING AS PER US CODE |
| 19 | DESIGN OF GRADE BEAM AS PER US CODE |
| 20 | DESIGN OF CONCRETE RETAINING WALL |
| 21 | DESIGN OF MASONRY RETAINING WALL AS PER US CODE |
| 22 | DESIGN OF RESTRAINED RETAINING WALL AS PER US CODE |
| 23 | DESIGN OF FLAG POLE FOUNDATION AS PER US CODE |
| 24 | DESIGN OF DEEP FOOTING AS PER US CODE |
| 25 | BOUNDARY SPRING GENERATOR |
| 26 | DESIGN OF PCC FOOTING AS PER US CODE |
| 27 | DESIGN OF GRADE SLAB AS PER US CODE |
| 28 | DESIGN OF PT SLAB ON GRADE AS PER US CODE |
| 29 | SEISMIC DESIGN OF SPECIAL MOMENT RESISTING FRAME AS PER ACI |
| 30 | SHEAR WALL DESIGN AS PER ACI |
| 31 | TILT - UP PANEL DESIGN AS PER ACI |
| 32 | CONCRETE SLAB CAPACITY AS PER ACI |
| 33 | BOLT ANCHORAGE TO CONCRETE AS PER ACI |
| 34 | DESIGN OF CONCRETE BEAM AS PER ACI |
| 35 | DESIGN OF CONCRETE DEEP BEAM AS PER ACI |
| 36 | PUNCHING STRESS IN FLAT SLAB AS PER ACI |
| 37 | RCC COUPLING BEAM DESIGN AS PER ACI |
| 38 | RECTANGULAR RCC COLUMN AS PER ACI |
| 39 | CIRCULAR RCC COLUMN AS PER ACI |
| 40 | RCC CORBEL DESIGN AS PER ACI |
| 41 | PRESTRESSED COMPOSITE SECTION DESIGN AS PER ACI |
| 42 | SHEAR FRICTION OF RCC SECTION AS PER ACI |
| 43 | DESIGN OF PRESTRESSED MEMBER AS PER ACI |
| 44 | EQUIPMENT ANCHORAGE TO CONCRETE FOUNDATION AS PER IBC 2000 |
| 45 | POST TENSION CONCRETE FLOOR AS PER ACI |
| 46 | MASONRY SHEAR WALL AS PER ACI |
| 47 | MASONRY SHEAR WALL AS PER UBC |
| 48 | MASONRY BEARING WALL AS PER ACI |
| 49 | JUNCTION OF MASONRY WALL & GIRDER AS PER ACI |
| 50 | DESIGN OF MASONRY BEAM AS PER ACI |
| 51 | MASONRY COLUMN DESIGN AS PER ACI |
| 52 | BENDING POST AT TOP OF WALL AS PER ACI |
| 53 | BOLTED CONNECTION TO MASONRY WALL AS PER US CODE |
| 54 | WALL STUD (FASTENER) DESIGN AS PER US CODE |
| 55 | SEISMIC DESIGN FOR ORDINARY BRACED FRAMES AS PER IBC |
| 56 | SEISMIC DESIGN FOR ORDINARY BRACED FRAMES AS PER CBC |
| 57 | SEISMIC DESIGN FOR SPECIALLY BRACED FRAMES AS PER IBC |
| 58 | SEISMIC DESIGN FOR SPECIALLY BRACED FRAMES AS PER CBC |
| 59 | SEISMIC DESIGN FOR ECCENTRICALLY BRACED FRAMES AS PER IBC |
| 60 | SEISMIC DESIGN FOR ECCENTRICALLY BRACED FRAMES AS PER CBC |
| 61 | SEISMIC DESIGN FOR ORDINARY MOMENT RESISTING FRAMES AS PER AISC |
| 62 | SEISMIC DESIGN FOR ORDINARY MOMENT RESISTING FRAMES AS PER CBC |
| 63 | SEISMIC DESIGN FOR SPECIAL MOMENT RESISTING FRAMES AS PER AISC |
| 64 | SEISMIC DESIGN FOR SPECIAL MOMENT RESISTING FRAMES AS PER CBC |
| 65 | DESIGN OF BEAM UNDER TORSION AS PER AISC |
| 66 | TAPERED GIRDER DESIGN AS PER AISC |
| 67 | DESIGN OF COMPOSITE FLOOR BEAM WITH DECK AS PER AISC |
| 68 | DESIGN OF BASE PLATE AS PER AISC |
| 69 | DESIGN OF BEAM END CONNECTION AS PER AISC |
| 70 | REINFORCEMENTS AROUND CUTOUTS IN WIDE FLANGE BEAMS |
| 71 | TENSILE CAPACITY OF BOLTED CONNECTION AS PER AISC |
| 72 | CAPACITY OF ECCENTRIC WELDED CONNECTION AS PER AISC |
| 73 | LOAD CARRYING CAPACITY OF METAL ROOF SHEETS |
| 74 | LOAD CARRYING CAPACITY OF METAL FLOOR DECK |
| 75 | STANDARD TABLES FOR OPEN WEB STEEL TRUSS JOISTS LH SERIES |
| 76 | STANDARD TABLES FOR OPEN WEB JOIST GIRDER |
| 77 | WIND ANALYSIS FOR LOW RISE BUILDING AS PER ASCE 7 - 98 |
| 78 | WIND ANALYSIS FOR LOW RISE BUILDING AS PER ASCE 7 - 02 |
| 79 | WIND ANALYSIS AS PER UBC 1997 |
| 80 | SEISMIC ANALYSIS AS PER IBC 2000 |
| 81 | SEISMIC ANALYSIS AS PER IBC 2003 |
| 82 | SEISMIC ANALYSIS AS PER UBC 1997 |
| 83 | SEISMIC LATERAL FORCE ON SINGLE STOREY BUILDING AS PER IBC 2003 |
| 84 | SEISMIC LATERAL FORCE ON SINGLE STOREY BUILDING AS PER UBC 1997 |
| 85 | GUARD RAIL DESIGN AS PER AISC |
| 86 | SIGN STRUCTURE DESIGN AS PER US CODE |
| 87 | SNOW LOADS AS PER ASCE 7 - 02 |
| 88 | AREA / SPACING OF REINFORCEMENTS |
| 89 | PROPERTIES OF BRITISH STRUCTURAL STEEL SECTIONS |
| 90 | DESIGN OF FOOTING UNDER BI-AXIAL LOADS AS PER IS: 456 - 2000 |
| 91 | BAR BENDING SCHEDULE AS PER BRITISH CODE |
| 92 | MAKE YOUR OWN BAR SHAPE |
| 93 | DESIGN OF PILE CAPS AS PER BRITISH CODE |
| 94 | MAKE SIMPLE PLAN SKETCH IN EXCEL |
| 95 | CALCULATION OF WIND LOADS AS PER BRITISH STANDARD |
| 96 |
SPHYGMIC SOFTWARE SPREAD SHEET Excel-compatible spreadsheet program with over 100 functions. |
| 97 | INFLUENCE LINES FOR CONTINUOUS BEAMS |
| 98 | SECTIONAL PROPERTIES OF PLATE GIRDER AS PER BRITISH CODE |
| 98 | CALCULATION OF EFFECTIVE LENGTH OF RCC COLUMNS - IS 456 |
| 99 | DESIGN OF RCC RECTANGULAR COLUMN UNDER BIAXIAL MOMENTS - IS 456 |
| 100 | DESIGN OF CIRCULAR COLUMN SECTION - IS 456 |
| 101 | DESIGN OF RCC RECTANGULAR COLUMN UNDER UNIAXIAL MOMENT - IS 456 |
| 102 | BUDGET MONITOR |
| 103 | TIME SCHEDULE |
| 104 | CALCULATION OF SURFACE AREA OF STEEL MEMBERS - US SECTIONS |
| 105 | OPTIMUM STEEL FOR A GIVEN LAYOUT - US SECTIONS |
| 106 | DESIGN OF STEEL BEAMS - US SECTIONS |
| 107 | DESIGN OF STEEL COLUMNS - US SECTIONS |
| 108 | DETERMINE THE GEOMETRY OF DOOR OPENING WITHIN STEEL BRACING |