Load Data A Single span beamP1DL kips LP1LL kips aP2DL kips bP2LL kipsDL kips / ft.LL kips / ft. Dead Weight of Beam = 0.52 kips/fttotal factored Point Load 1 = 0.00 kipstotal factored Point Load 2 = 0.00 kipstotal factored Uniform Load = 0.72 kips VA = #DIV/0! kipsVB = #DIV/0! kipsMax. Shear = […]
Computer Aided Design Beam Read More »
“ClipConnTable” — BEAM END CONNECTIONS USING CLIP ANGLES Program Description: “ClipConnTable” is a spreadsheet program written in MS-Excel for the purpose of analysis of steel beam endconnections using double clip angles either welded or bolted to the beam web, and bolted to either the columnflange, column web, or girder web. The connections may be subjected
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“CLIPCONN” — BEAM END CONNECTION USING CLIP ANGLES Program Description: “CLIPCONN” is a spreadsheet program written in MS-Excel for the purpose of analysis of steel beam endconnections using double clip angles either welded or bolted to the beam web, and bolted to either the columnflange, column web, or girder web. The connections may be subjected
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ABSTRACT: The provision of transverse openings in floor beams to facilitate thepassage of utility pipes and service ducts results not only in a more systematic layout ofpipes and ducts, it also translates into substantial economic savings in the construction ofa multi-storey building. To investigate the problem of openings in beams, the authorinitiated a research program
Check Reinforcement of WF Beam at Opening Read More »
Program Description: “BRGPLT9” is a spreadsheet program written in MS-Excel for the purpose of the analysis and design of beambearing plates. This program is applicable to beams supported on concrete walls, pilasters, and piers in anattempt to distribute the beam reaction over an area sufficient to keep the average bearing pressure withinacceptable limits. Specifically the
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Bridges are the most important component of the transportation system of any country due to their ability of accelerating the development of the nation. Design of the bridge highly depends on its function, nature of soil strata where it is constructed and the material used to construct it. Extensive growth of population and traffic leads
DESIGN OF BOX BEAM Read More »
“BOEF” — BEAM ON ELASTIC FOUNDATION ANALYSIS Program Description: “BOEF” is a spreadsheet program written in MS-Excel for the purpose of analysis a finite length beam with free endssupported continuously on an elastic foundation. This program is ideally suited for analyzing a soil supported beam,a combined footing, or a strip of a slab or a
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“BEAMTAB” — BEAM END CONNECTION USING BEAM TAB (SINGLE PLATE) Program Description: “BEAMTAB” is a spreadsheet program written in MS-Excel for the purpose of analysis of steel beam endconnections using a beam tab (single plate) field bolted to the beam web and shop welded to either the columnflange, column web, or girder web. The connections
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Hollow sections have been increasingly applied in the construction of buildings, bridges, offshore structures, and towers for passing electrical and mechanical pipes or other utilities. Torsion caused by external force is a weakness of hollow sections that is rarely investigated. In particular, the behavior of hollow sections with high-strength concrete (HSC) and ultra-high performance concrete
Concrete Box Beam Design Read More »
“BEAMANAL” — SINGLE-SPAN and CONTINUOUS-SPAN BEAM ANALYSIS Program Description: “BEAMANAL” is a spreadsheet program written in MS-Excel for the purpose of analysis of either single-span orcontinuous-span beams subjected to virtually any type of loading configuration. Four (4) types of single-span beamsand two (2) through (5) span, continuous-span beams, considered. Specifically, beam end reactions as well
SINGLE SPAN and CONTINUOUS span analysis beam Read More »
Beam Connection design The beam Connection is the most important aspect of precast. concrete structures. The connection transfers force between the precast components, determine. strength, stiffness, and ductility of the whole structure
Beam Connection in Single Shear Based on AISC-ASD 9th Edition Read More »
Design of singly reinforced beam The aim of design of singly reinforced beam is to decide the size or dimensions of the beam and provide suitable reinforcement. The section designed should perform safely during its life time. Beam is a flexural member which resists loads mainly by bending. design of Singly reinforced beams have steel
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In this construction video tutorial, you will learn how to determine the bar bending schedule of beam through step-by-step processes. Bar Bending Schedule is very important for determining the quantities of the reinforcement necessary for the building by arranging rebars for each structural unit. Bar bending schedule demonstrates the reinforcement calculation toward reinforced concrete beam.
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In this construction video tutorial, you will learn how to determine the bar bending schedule of beam through step-by-step processes. Bar Bending Schedule is very important for determining the quantities of the reinforcement necessary for the building by arranging rebars for each structural unit. Bar bending schedule demonstrates the reinforcement calculation toward reinforced concrete beam.
BOQ Bar bending Schedule Read More »
“XBRACING” — ANALYSIS OF BENTS WITH TENSION-ONLY X-BRACING Program Description: “XBRACING” is a spreadsheet program written in MS-Excel for the purpose of analyzing X-braced bents withtension-only systems. From 1-story up to 10-story bents may be analyzed. Specifically, given the bent width,the story heights, and the lateral story loads, all the member (segment) forces are determined,
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“WELDGRP” WELD GROUP ANALYSIS PROGRAMProgram Description:“WELDGRP” is a spreadsheet program written in MS-Excel for the purpose of analysis of weld groups usingeither the ultimate strength method (also known as “‘instantaneous center of rotation” method) or the “elastic”(vector) method (“Alternate Method 1” in AISC Manual). A separate worksheet contains data tables for welds. This program is
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“PRYING9” Program “PRYING9” — AISC 9th ED. PRYING ACTION ANALYSIS PROGRAM Program Description: “PRYING9” is a spreadsheet program written in MS-Excel for the purpose of analysis for prying action in structural steel connections per the AISC 9th Edition (ASD) Code, pages 4-89 to 4-95. Specifically, bolt tension and bolt shear are checked, and
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“PONDING” Program “PONDING9” — AISC 9th ED. PONDING ANALYSIS PROGRAM Program Description: “PONDING9” is a spreadsheet program written in MS-Excel for the purpose of analysis for ponding for low slope or flat roof systems in structural steel per the AISC 9th Edition (ASD) Code, pages 5-83 to 5-84 and 5-175 to 5-179. Specifically,
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“PILEGRP” Program Program Description: “PILEGRP” is a spreadsheet program written in MS-Excel for the purpose of analysis of pile groups with rigid caps using the “elastic method”. Specifically, the properties of the pile group are calculated, and then based upon the applied vertical and horizontal loadings, the vertical and horizontal pile reactions are calculated.
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