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A Fresh Look at Bolted End-Plate Behavior and Design -
A Fresh Look at Bolted End-Plate Behavior and Design
نسخه چاپی
دیجیتال
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An Assessment of K Factor Formulas -
An Assessment of K Factor Formulas
نسخه چاپی
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A General Solution for Eccentric Loads on Weld Groups - G. DONALD BRANDT
A General Solution for Eccentric Loads on Weld Groups
G. DONALD BRANDT
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دیجیتال
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A Design Aid for Connection Angle Welds Subjected to Combined Shear and Axial Loads - KENNETH M. LOOMIS ,WILLIAM A.THORNTON and THOMAS KANE
A Design Aid for Connection Angle Welds Subjected to Combined Shear and Axial Loads
KENNETH M. LOOMIS ,WILLIAM A.THORNTON and THOMAS KANE
نسخه چاپی
دیجیتال
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A Design Aid for Connection Angle Welds Subjected to Combined Shear and Axial Loads - KENNETHM.LOOMIS,WILLIAMA.THORNTONan dTHOMASKANE
A Design Aid for Connection Angle Welds Subjected to Combined Shear and Axial Loads
KENNETHM.LOOMIS,WILLIAMA.THORNTONan dTHOMASKANE
نسخه چاپی
دیجیتال
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Bolt Shear Design Considerations - R.H.R Tide
Bolt Shear Design Considerations
R.H.R Tide
نسخه چاپی
دیجیتال
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A Method for the Plastic Design of Unbraced Multistory Frames - OSCAR DE BUEN
A Method for the Plastic Design of Unbraced Multistory Frames
OSCAR DE BUEN
نسخه چاپی
دیجیتال
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BOLTED DOUBLE ANGLE CONNECTIONS IN COMBINED SHEAR AND TENSION -
BOLTED DOUBLE ANGLE CONNECTIONS IN COMBINED SHEAR AND TENSION
نسخه چاپی
دیجیتال
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A commentary on seismic provisions for special cocentrically braced frames and special truss moment frame - Subhash C. Goel
A commentary on seismic provisions for special cocentrically braced frames and special truss moment frame
Subhash C. Goel
نسخه چاپی
دیجیتال
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Allowable Loads on Beams without Lateral Support -
Allowable Loads on Beams without Lateral Support
نسخه چاپی
دیجیتال
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Amplification Factors for Beam-Columns -
Amplification Factors for Beam-Columns
نسخه چاپی
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basic diaphragm design - Richard B. Heagler
basic diaphragm design
Richard B. Heagler
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دیجیتال
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A Practical Method of Second Order Analysis Part2—Rigid Frames -
A Practical Method of Second Order Analysis Part2—Rigid Frames
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دیجیتال
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ApproximatePlastic Modulus of Wide Flange Beam Sections -
ApproximatePlastic Modulus of Wide Flange Beam Sections
نسخه چاپی
دیجیتال
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A Practical Method of Second Order Analysis Part 1 Pin Jointed Systems -
A Practical Method of Second Order Analysis Part 1 Pin Jointed Systems
نسخه چاپی
دیجیتال
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Analysis and Design of Framed Columns Under Minor Axis Bending -
Analysis and Design of Framed Columns Under Minor Axis Bending
نسخه چاپی
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Allowable Stress for Bending Members -
Allowable Stress for Bending Members
نسخه چاپی
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A Simplified Approach for Evaluating Second-Order Effects in Low-Rise Steel Framed Buildings -
A Simplified Approach for Evaluating Second-Order Effects in Low-Rise Steel Framed Buildings
نسخه چاپی
دیجیتال
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A Novel Approach for K Factor Determination -
A Novel Approach for K Factor Determination
نسخه چاپی
دیجیتال
رایگان
Analysis and Design of a Web Connection in Direct Tension -
Analysis and Design of a Web Connection in Direct Tension
نسخه چاپی
دیجیتال
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