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Watch & resolve the warning.

Sometimes, we face problem in providing bracing which can resist lateral deflection due to opening like windows, veranda etc then need to provide portal frame section. And also in long beam span, built up section is mandatory to control deflection. In Staad.Pro you can assign this kind of section easily using 'SECTION WIZARD' tool. So, today's discussion is on it.

chek for shear,torssion and shear and torsion together of a beam section .If any software say the beam section is overstress for shear and torssion together

Keep as a reference - Sir Nadim Hossoun's book '' Structural Concrete Theory & Design '' Open page no 473. it may help you to understand this video. Download link:- drive.google.com/file/d/1XOF3z0MfsO15FYtjPLXsfn7haffUGA54/view?usp=sharing

You can find out theoretical explanation in previous video [link th-cam.com/video/xQ25f652idw/w-d-xo.html ]

YOU CAN DRAW A STAIRCASE ON ETABS AND ASSIGN LOAD IN STAIR SLAB. th-cam.com/channels/K8Jy2C6EIsu5YD48SShGKw.html?view_as=subscriber

Some uncertain warnings threatens our model while designing. Such a kind of warning is- "Zero Stiffness in Direction... at Joint... Eqn. No..." It is due to moment releasing issue at members where you actually cannot do the things. GO TO STAAD OUTPUT FIND NODE NUMBERS TOGGLE THE RELEASE FROM THE MEMBERS. Next video on SECTION WIZARD- th-cam.com/video/4enDGd6OQ9Y/w-d-xo.html

WIND LOAD ANALYSIS th-cam.com/video/OoFAlGtc7xM/w-d-xo.html th-cam.com/channels/K8Jy2C6EIsu5YD48SShGKw.html?view_as=subscriber

th-cam.com/channels/K8Jy2C6EIsu5YD48SShGKw.html

Etabs tutorials part-1( draw new model grid line and edit grid data) drive.google.com/file/d/1yrB6eD4MwRgoZer7EdGpGCHL5L99srWe/view?usp=sharing

Review of Tall Buildings, Burj Khalifa , SHANGHAI TOWER, PETRONAS TOWERS, KINGDOM TOWER, SEARS TOWER

Derivation of Shear & Bending stress of Beam provided here. Take a look.

Design of rectangular foundation through which a property line has been crossed.

3rd Episode and final part of RCC beam design has been provided. Comment how was it and keep sharing to others. Deflection in beam th-cam.com/video/X4XzmQnZtH0/w-d-xo.html

R.C.C. BEAM DESIGN [E-02 : ANALYSIS & DESIGN]

R.C.C. BEAM DESIGN [E-01: LOAD CALCULATION]

DESIGN of WALL FOOTING

HOW TO FIND OUT DETERMINATE & INDETERMINACY OF STRUCTURE.

EASY WAY TO ''SELECT'' MEMBERS IN STAAD.Pro V8i [ PARALLEL TO AXES, SELECT BY LIST etc]

CONJUGATE BEAM METHOD[ PART-2: BEAM WITH DISTRIBUTED LOAD]

CONJUGATE BEAM METHOD [PART-1: DEFLECTION IN BEAM FOR CONCENTRATED LOAD]

STAAD.Pro Model Tutorial [Part-4]: How to remove Warnings From STAAD.Pro Model?

EASY WAY TO FIND OUT SFD BMD USING ANDROID APPLICATION

DEFLECTION IN BEAM : HOW TO DRAW AN ELASTIC CURVE FOR BEAM.

TYPES OF CRACKS IN RCC BEAM

STAAD.Pro Model Tutorial[Part3: Design Parameter & fix an Error(Above Line Contains Erroneous Data)]

STAAD.Pro Tools [Episode-2: Generate Tools]

HOW TO REGAIN LOST TOOLBARS IN STAAD.Pro V8i

Which one better ? RCC or Steel Structure!!