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pls help me with this cross section


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Posted

i want make this section pls download and help me i need this drawing how i ll set its scale because i need Vertical scale doubble as orignal because in orignal scale i cant see clearly pls help me

30+124.723000 - Standard.zip

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  • afrazawan

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  • designerstuart

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Posted

It is a badly/terribly drawn block to be honest. Text parts are all overlapping each other for a start. I'd start from scratch and redraw it.

 

You want to vertically exaggerate it by a factor of 2. As a quick cheats method you could set the Y scale of the block to 2 and not 1 which will exaggerate everything (including the test) in the Y direction by a factor of 2. That will not solve your problem of text overlapping other parts and it being unreadable.

 

The best option is you need to manually spend 5 minutes working on it and exaggerate the lienwork 2x in the vertical, then move the text so that it doesn't overlap and is readable.

Posted

pls i want to make like this pls tel me how any one pls make and send me like this i send it example file and all pls help me

Posted
pls i want to make like this pls tel me how any one pls make and send me like this i send it example file and all pls help me

 

I did tell you. 'pls' read my above post slowly. In particular:

The best option is you need to manually spend 5 minutes working on it and exaggerate the linework 2x in the vertical, then move the text so that it doesn't overlap and is readable.

Posted

i draw it manually not by Any lisp dear - what should i do for next i have more then 200 cross section like this how can i make it easy way my consultant requirement is this-i did nt get u brother please

Posted
i draw it manually not by Any lisp dear - what should i do for next i have more then 200 cross section like this how can i make it easy way my consultant requirement is this-i did nt get u brother please

 

Fixing 1 or a few of them manually is not a problem. Fixing 200 of them is. I would be sending it back to the consultant they come from and telling them to fix it as it is not up to standard. I wouldn't waste my time with work of that quality fixing someones poor work.

Posted
Fixing 1 or a few of them manually is not a problem. Fixing 200 of them is. I would be sending it back to the consultant they come from and telling them to fix it as it is not up to standard. I wouldn't waste my time with work of that quality fixing someones poor work.

 

 

dear brother you are not getting me what u'll need if u'll prepare like this cross section i'll send u detail for one sample cross section u make please and send me back one for a sample thanks dear ok ru agree tel me i ll send u one chaiage levels ok

Posted

Sorry, I thought you said someone sent you these drawings. Rereading your previous post above mine I realize now you have done 200 cross sections like this and now need to modify them to the standard your client wants. What standard do they want exactly (and why did you not do it to that in the first place)?

 

I am not fixing it for you.

Posted

Sounds like he's asking for someone to create a "sample" cross-section that he can then use as a guide.

Posted

afrazawan it would help us if you try to be clear in you posts. i've read through and still am not sure of what you actually need to do. please take some time to write what your problem is, and then we can help you sort it out. nobody here will do your work for you, but we can help you do it if we know what you need.

 

and calling people "dear" has caused problems before........ please try not to beg and plead, just supply good information.

Posted
Sounds like he's asking for someone to create a "sample" cross-section that he can then use as a guide.
oh hello dear LOL
Posted
afrazawan it would help us if you try to be clear in you posts. i've read through and still am not sure of what you actually need to do. please take some time to write what your problem is, and then we can help you sort it out. nobody here will do your work for you, but we can help you do it if we know what you need.

 

and calling people "dear" has caused problems before........ please try not to beg and plead, just supply good information.

 

Let's try not to criticize those that do not use English as their native language.

 

afrazawan, please try to do a better job of translating, your questions are confusing. I use Babel Fish and/or Google Chrome does well, also.

Posted
oh hello dear LOL

I believe I've shown considerable restraint given the obtuseness (is that a word?) of the OP's questions and replies.

Posted
Sounds like he's asking for someone to create a "sample" cross-section that he can then use as a guide.
is this right - do you need to create one good section from the one you posted that you can then use to create 200 more?

 

I believe I've shown considerable restraint given the obtuseness (is that a word?) of the OP's questions and replies.
agreed.
Posted

ok see this attached file .txt file is a level

For Finish Asphalt Level and Top of Kerb Level check 1st .dwg file i already attached

so i need one section thnks

Levels.txt

Posted
i want make this section pls download and help me i need this drawing how i ll set its scale because i need Vertical scale doubble as orignal because in orignal scale i cant see clearly pls help me

 

ok see this attached file .txt file is a level

For Finish Asphalt Level and Top of Kerb Level check 1st .dwg file i already attached

so i need one section thnks

 

If the outcome is to calculate cut and fill volumes, I think that it would not be a good idea to draw the sections with double the vertical scale.

 

I am just wondering how much technical knowledge the OP has. All the figures are there. It just needs to be drawn, and in ordinary AutoCAD, there are no magic ways (unless there is a lisp routine written for that specific job). The consultant should provide a standard drawing of how the sections should look.

Posted

brother all are giving comments i need solution ok do'nt mind

Posted

I think you'll have to come up with a solution on your own after talking with the consultant.

Posted

i think here is no any expert who can help me every boday is giving waste comments no boday can solve this ok thnks to all my friend

Posted

We have taken our time to try and answer your questions. A couple of forum members have even looked at your files. The opinion seems to be the consultant did not give you clear instructions as to what he expects of you, did not provide you with a "typical" cross-section to follow and what you do have to work with may have some inherent problems that cannot be solved on our end. We can't make wine out of waste water.

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