This problem is divided into 3 parts. Solution to this project attached below.  First we need to find the total loads acting on the beam, then we need to check if the beam is loading from one way or two way slab. Then using that load conditions. Which is 42.375knm acting on entire beam, we need to use slope and deflection…

Q1 a  Observations From the picture we can see that there is spalling of concrete at the bottom of the beam The reinforcement are visible, but there is no damage at the top side of the beam.  The cracks are developed at the bottom means rebar yeilding occurs at the bottom only.  Answer This is a form of…

Q1  Answer  Checking the symmetry in X direction If we see closely we can see the plan in X direction is mirror, if we cut the section from between hence its symmetry in X direction.  Checking the symmetry Y direction.  If we see closely we can see the plan in Y direction is mirror, if we cut the section…

Analysed the structure on etabs and made a report type format with photos also, also attached the etab file of model.    Thank you. 

Word and pdf files attached below with project format. Also etabs models has been attached.    Thank you

THIS PROBLEM IS DIVIDED INTO 2 PART FIRST IS TO MAKE SURE THE BEAM OF 3M WHICH FAILED IN SHEAR PASSES. TO MAKE IT PASS WE CAN EITHER INCREASE THE AREA OR GRADE OF CONCERTE. NEXT PART IS TO DETAILS THE 3SPAN AND 7SPAN BEAM.    PROCEDURES TO DETAIL BEAM. FIRST WE HAVE TO ANALYIZE THE GIVEN STRUCTURE AND DESIGN…

Q1- Answer - Static analysis  The structural analysis focuses on the changes occurring in the behavior of a physical structure under observation when provided with a force or in case of structures,load.Now if this load is very slow the inertia forces from the basis of newton's first law of motion can be neglected and the…

Solution to this problem attached in pdf below.  Thankyou. 

Q1 Answer RESTRAIN OF FLOOR SHRINKAGE Observations Fig1 - full restrain at all corners Fig2 - corners are left free but restrained at the edges Fig3- non uniform restrain. Conclusion  Option a will have higher restrain to shrinkage and hence there will be a crack, option b is average, Option c have effectively less…

AIM - TO DESIGN A G+7 RESIDENTAIL APT IN ZONE 5 WITH KEEPING MIND ALL THE CODEL REQ OF IS 1893 and IS 13920.AND CHECKING THE MODEL.   PROCEDURE - FIRST WE HAVE TO PREPARE A COLUMN LAYOUT PLAN OR FRAMING PLAN WITH THE HELP OF GIVEN ARCHITECTUTAL PLAN    AFTER THIS WE HAVE TO ADD GRIDS AND STOREY DATA…

AIM - TO DESIGN AN ISOLATED FOOTING AND PERFORM THE FOLLOWING CHECKS  If the gross bearing pressure under the footing is within safe bearing capacity Provide sufficient depth and longitudinal steel for resisting bending and shear Sufficient anchorage for column steel into the footing If the bearing pressure at column-footing…

AIM - Detail column using the values obtain from etabs result and Show shear reinforcement & lapping details as per special confining reinforcement provision of clause 8.1 of IS 13920 - 2016.    PROCEDURE TO DETAIL COLUMNS     first we have to run the design to get the results of longitudnal…

question 1   AIM - Model the isolated footing, Analyze and design it to verify the size, depth and steel provided as per calculations.   Square rooting for a column size of 400x400 compress on axial load for the load combination of 1.5 DL+ 1.5 LL is 2000 KN The safe Soil bearing capacity is 150 KN/m2 at a depth…

AIM - Design & Analysis of a Hostel building at Guwahati, Assam G+3 using etabs, using the reference of  IS 875 part 1 IS 875 part 2 IS 13920 IS 1893 IS 2911 part 2 IS 456 SP 34  and detail the structural members like beam and column and also design the foundation in safe and detail it accordingly.  …

Answer to the Q1 diagram and details in PDF attached below.    

BOTH QUESTION HAS BEEN SOLVED AND ATTACHED AS A PDF BELOW    THANK YOU. 

AIM - Given below is a plan view of a framing layout of a typical school classroom. Design beam marked B1 and the floor slab per IS 456-2000. Use M25 concrete and Fe 415 steel. Use 20 mm clear cover for slab and 30 mm clear cover for beam. Consider a 2.5 kN/m2 super imposed dead load accounting for floor finish and…

Project 2 AIM - For the same framing that was used in project 1, check if slab requires shear reinforcement or not. Also, check beam B1 for shear and see if stirrups is required. It is acceptable to use coefficients in IS 456-2000 for estimating shear force. If yes, provide stirrups as required.  Also, identify…