Basically I couldn't get the average strain down

[referansstatik]

FUNDAMENTALLY, I CAN'T DRAW THE AVERAGE STRESS DOWN BY WHAT I DID OR I NEED TO CREATE A VERY LARGE RADGE BASE AREA THE ROOM IS AN AWFUL AREA WHERE IS MY FAULT CAN YOU HELP?

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[unver]

Re: FUNDAMENTAL PROBLEMS .. Hello

FUNDAMENTALLY I CAN'T DRAW THE AVERAGE STRESS BELOW OR I NEED TO CREATE A VERY LARGE RADIATE FOUNDATION AREA ??

My suggestions: --You entered the soil bearing capacity as qt=15 t/m2 and the soil class as ZC. If the soil class is ZC, the qt=15 t/m2 value should be less, it should be more. Contact the geological engineer. -If qt is correct and the ground class is ZD or ZE, you should make soil improvement or pile solution, --You can reduce the floor loads on the roof to reduce the vertical loads, you can remove the wall loads, --The wall loads on the beams are taken as evenly distributed loads, enter these loads with the wall icon, Reduce the wall loads by reducing the door and window spaces, --Make the curtains as group curtains, --Finish the calculation by making all the finite element widths 0.25 m in the final calculation.

 

[referansstatik]

Re: BASIC PROBLEM .. ÜNVER BEY -- I MADE GROUP CURTAINS, BUT I CHOOSE ALL CURTAINS, EXCEPT THE STAIR BACK AND BASEMENT CURTAINS, I GOT ONE GROUP NAME, I DIDN'T KNOW WHAT THE PURPOSE OF MAKING THE GROUP IS. I DIDN'T KNOW WHAT IT WAS. IT HAS GIVEN A NEW ERROR IN THE REPORT: CURTAIN GROUP EXCEEDS CAPACITY RATIO. RE-ANALYZE BY INCREASING CURTAIN DIMENSIONS OR CURTAIN HEADER ZONE FITTINGS. -- I DID THE FINE ELEMENT WIDTH AS 25 CM ON RADIATE BASIC ALL FLOORINGS, CURTAINS AND COLUMNS I DID THE RIGHT THING WHAT IT WILL BE OFFERING TO REDUCE THE FINISH ELEMENTS WIDTH. -- I ASKED YOU A QUESTION IN HORSE DAY BUT YOU CAN'T REACH THE PROJECT, DO YOU HAVE A POSSIBILITY TO HELP HIM?

 

[Levent Özpak]

Re: BASIC PROBLEM ..

ÜNVER BEY -- I MADE GROUP CURTAINS BUT I CHOOSE ALL CURTAINS, EXCEPT THE STAIR BACK AND BASEMENT CURTAINS, I DID NOT ONE GROUP NAME NEMADA I DID NOT KNOW IT WAS WRONG I THINK I MADE IT WRONG. WHAT IS THE PURPOSE IN THIS PROCEDURE .. IT GIVES A NEW ERROR IN THE REPORT: CURTAIN GROUP CAPACITY RATE EXCEEDS. CURTAIN DIMENSIONS OR CURTAIN HEADING AREA ARE MADE. It would be appropriate to model it as a group curtain in order to design it as a single curtain.For the curtain group definition process, you can review the information bank link below.

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In case the curtain group capacity ratios are exceeded, the curtain sizes can be increased as stated in the error message, and the head reinforcements can be increased. HOW MUCH WILL IT BE OFFERING TO REDUCE THE WIDTH OF FINISHED ELEMENTS AND I DID IT I DID THE RIGHT THING.

-Finite element widths of slab curtain and raft shell elements are important in terms of calculation precision. As the finite element widths get smaller, the calculation precision increases. Good work