Class-1: BASIC CONCEPTS ON STEEL STRUCTURE & DEFINITIONS<\/span> Class-2: General Requirements of Structural Design & Dead load & Live load as per BNBC-2020<\/strong> Class-3: STAAD MODEL PREPARATION \u2013 02<\/span> Class-4: DEAD LOAD & LIVE LOAD AS PER BNBC 2020<\/span> Class-5: WIND LOAD CALCULATIONS AS PER BNBC-2020 \u2013 01<\/span> Class-6: WIND LOAD CALCULATIONS AS PER BNBC-2020 \u2013 02<\/span> \uf084 <\/span>External pressure Co-efficient (Cp) Calculation for Pitched roof, Mono slope Roof, Flat Class-7: WIND LOAD CALCULATIONS AS PER BNBC-2020 \u2013 03<\/strong><\/p>\n \uf084 Wind Load Applications in Staad Pro<\/span> Class-8: SEISMIC LOAD CALCULATIONS & LOAD COMBINATIONS – 01<\/strong><\/p>\n \u0084 Soil Classifications as per SPT<\/p>\n \u0084 Seismic Design Category<\/p>\n \u0084 Framing System<\/p>\n \u0084 Seismic Parameter<\/p>\n \u0084 Local Buckling<\/p>\n \u0084 Lateral Torsional Buckling.<\/p>\n Class-9: SEISMIC LOAD CALCULATIONS & LOAD COMBINATIONS – 02<\/strong><\/p>\n \u0084 Base Shear<\/p>\n \u0084 Vertical effects of Seismic load<\/p>\n \u0084 Horizontal & Vertical Effects of Seismic load at Load Combination<\/p>\n \u0084 Building Irregularity & Impact on structure<\/p>\n \u0084 System Over strength factor effect.<\/p>\n Class-10: SEISMIC LOAD CALCULATIONS & LOAD COMBINATIONS – 03<\/strong><\/p>\n \u0084 Method of Analysis<\/p>\n \u0084 P-Delta Analysis<\/p>\n \u0084 Direct Analysis<\/p>\n \u0084 Notional Load<\/p>\n \u0084 Load Combination Impact.<\/p>\n Class-11: STAAD ERROR SOLUTION & SERVICEABILITY CALCULATIONS<\/strong><\/p>\n \u0084 Warning & Error Solution<\/p>\n \u0084 Serviceability Limit<\/p>\n \u0084 Drift Limit<\/p>\n \u0084 Sway Limit<\/p>\n Class-12: MANUAL CALCULATION CHECK WITH SOFTWARE<\/strong><\/p>\n \u0084 Manual calculation of Tension members & check with Staad<\/p>\n \u0084 Manual calculation of Compression members & check with Staad<\/p>\n \u0084 Manual calculation of Shear Capacity & check with Staad<\/p>\n \u0084 Flexure member capacity calculation & check with Staad<\/p>\n \u0084 Base Shear check with Staad<\/p>\n \u0084 Utilization Ratio Manual calculations & check with Staad<\/p>\n Class-13: CRANE LOAD MANUAL CALC. & STAAD MODEL APPLICATION<\/strong><\/p>\n \u0084 Crane load calculation<\/p>\n \u0084 Drift calculation for crane load.<\/p>\n Class-14: STAAD MODEL PREPARATION \u2013 03 & PURLIN DESIGN<\/strong><\/p>\n \u0084 Modelling of Multi Storied building with Stair.<\/p>\n \u0084 Geometry assign.<\/p>\n \u0084 Design Parameter Assign.<\/p>\n \u0084 Load Assign.<\/p>\n \u0084 Design of roof purlin and side girt using excel & CFS software discussion<\/p>\n Class-15: STAAD MODEL FORCE OUTPUT & DESIGN OF BASE PLATE & ANCHOR BOLT BY RAM CONNECTION<\/strong><\/p>\n \u0084 Base Reaction & Axial forces<\/p>\n \u0084 Moment output.<\/p>\n \u0084 Anchor Bolt & Baseplate Design Using Ram Connection for fixed base and pinned base (With some manual calculations).<\/p>\n \u0084 Shear lug design calculations by manual & software.<\/p>\n Class-16: DESIGN OF MOMENT CONNECTIONS BY RAM CONNECTION<\/strong><\/p>\n \u0084 Design of moment connection by RAM connection (Main beam to column, Rafter to column, Rafter to Rafter, Column to column etc.).<\/p>\n \u0084 Splice connections, Sturt member connections, Bracing connections<\/p>\n \u0084 Joist Connection, Post column connections<\/p>\n Class-17: ASSIGNMENT SOLVE CLASS<\/strong><\/p>\n \u0084 Assignment solving\u00a0 session<\/p>\n \u0084 Dedicated Questions & Answer Session.<\/p>\n (This Class is applicable only for students who will submit Assignment only)<\/b><\/p>\n","protected":false},"excerpt":{"rendered":" Master Steel Building Design Course Outline Class-1: BASIC CONCEPTS ON STEEL STRUCTURE & DEFINITIONS \uf084 Staad pro, Ram Connection & […]<\/p>\n","protected":false},"author":64,"featured_media":8521,"comment_status":"open","ping_status":"closed","template":"","course_category":[],"course_tag":[],"class_list":["post-12077","lp_course","type-lp_course","status-publish","has-post-thumbnail","hentry","course"],"blocksy_meta":[],"_links":{"self":[{"href":"https:\/\/3ctrainingbd.com\/lms\/wp-json\/wp\/v2\/lp_course\/12077","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/3ctrainingbd.com\/lms\/wp-json\/wp\/v2\/lp_course"}],"about":[{"href":"https:\/\/3ctrainingbd.com\/lms\/wp-json\/wp\/v2\/types\/lp_course"}],"author":[{"embeddable":true,"href":"https:\/\/3ctrainingbd.com\/lms\/wp-json\/wp\/v2\/users\/64"}],"replies":[{"embeddable":true,"href":"https:\/\/3ctrainingbd.com\/lms\/wp-json\/wp\/v2\/comments?post=12077"}],"version-history":[{"count":4,"href":"https:\/\/3ctrainingbd.com\/lms\/wp-json\/wp\/v2\/lp_course\/12077\/revisions"}],"predecessor-version":[{"id":12136,"href":"https:\/\/3ctrainingbd.com\/lms\/wp-json\/wp\/v2\/lp_course\/12077\/revisions\/12136"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/3ctrainingbd.com\/lms\/wp-json\/wp\/v2\/media\/8521"}],"wp:attachment":[{"href":"https:\/\/3ctrainingbd.com\/lms\/wp-json\/wp\/v2\/media?parent=12077"}],"wp:term":[{"taxonomy":"course_category","embeddable":true,"href":"https:\/\/3ctrainingbd.com\/lms\/wp-json\/wp\/v2\/course_category?post=12077"},{"taxonomy":"course_tag","embeddable":true,"href":"https:\/\/3ctrainingbd.com\/lms\/wp-json\/wp\/v2\/course_tag?post=12077"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}
\n<\/strong>\uf084 <\/span>Staad pro, Ram Connection & CFS software installation procedure, software link.
\n<\/span>\uf084 <\/span>Preliminary concept about building codes (BNBC, AISC, AISI, MBMA, ASCE etc.).
\n<\/span>\uf084 <\/span>Basic of Structural Design.
\n<\/span>\uf084 <\/span>Basic of Steel structure.
\n<\/span>\uf084 <\/span>Steel building components.
\n<\/span>\uf084 <\/span>PIF (Project information Form)
\n<\/span>\uf084 <\/span>Design Report<\/span><\/p>\n
\n\uf084 <\/span>Design of a Single story shed using Staadpro-01
\n<\/span>\uf084 <\/span>Basic layout of Staad Pro and its Application.
\n<\/span>\uf084 <\/span>Orientation of steel column.
\n<\/span>\uf084 <\/span>Modeling the 3D Frame.
\n<\/span>\uf084 <\/span>Orientation to Staad Editor.
\n<\/span>\uf084 <\/span>Tapered section is used in steel structure, why?
\n<\/span>\uf084 <\/span>Use of various kinds of support system.
\n<\/span>\uf084 <\/span>Assigning the different kind of supports.
\n<\/span>\uf084 <\/span>Hairpin effects on Staad model.
\n<\/span>\uf084 <\/span>Assigning the steel section sizes with respect to the design requirements.
\n<\/span>\uf084 <\/span>Creating the different kinds of load cases for Gravity and Lateral (Wind, Seismic).<\/span><\/p>\n
\n<\/strong>\u00a0\uf084 <\/span>Tension member assign, Truss member assign
\n<\/span>\uf084 <\/span>Moment Release of beams
\n<\/span>\uf084 <\/span>Post Column Design
\n<\/span>\uf084 <\/span>Bracing & Sturt member applications
\n<\/span>\uf084 <\/span>Design parameters (CB, FYLD, Lx, Ly, Lz, MAIN, STIFF, TMAIN, UNB, UNT etc.) prior to
\nrun the analysis.<\/span><\/p>\n
\n<\/strong>\uf084 <\/span>General Requirements of Structural Design & Dead load & Live load as per BNBC-2020
\n<\/span>\uf084 <\/span>Dead Load calculation.
\n<\/span>\uf084 <\/span>Live Load, Reduction of Live loads.
\n<\/span>\uf084 <\/span>Dead Load & Live Load Applications in Staad Pro<\/span><\/p>\n
\n<\/strong>\uf084 <\/span>Occupancy Category.
\n<\/span>\uf084 <\/span>Exposure conditions, Surface Roughness.
\n<\/span>\uf084 <\/span>Wind Load Calculations as per BNBC-2020 \u2013 01
\n<\/span>\uf084 <\/span>Wind Load Calculations (Partially Enclosed, Fully Enclosed buildings) for mono slope
\nroof, pitched roof, Flat roof,
\n<\/span>\uf084 <\/span>Wind Load Calculations for low rise & all heights buildings
\n<\/span>\uf084 <\/span>Wind Load Calculations for Open bldg. for mono slope roof, pitched roof, Flat roof.
\n<\/span>\uf084 <\/span>Wind Load Calculations for Arched Roof.<\/span><\/p>\n
\n<\/strong><\/p>\n
\nRoof, Arched Roof for all enclosure conditions.
\n<\/span>\uf084 <\/span>Components & cladding External pressure Co-efficient (Cp) Calculation<\/span><\/p>\n
\n<\/span>\uf084 Load combination for wind load discussion<\/span><\/p>\n