Thanks for showing estimating with lengths and sizes. What is the process for manufacturers trying to get their material on project? I make a "collar joint" shown on drawing. Thanks, Michael Bea
In order to find out the average height for vertical face of wingwall consider the cross section XY of wingwall .. on one side you can see the height being 1.4m (70cm+70cm) and on the side the height being 50cm . Imagine the culvert in isometric view there you can observe the 50cm height vertical face side of wingwall being below the GL but it can be seen from outside as it is retaining the roadway embankment and pointing work is done for that portion
@@skdavgp7737 I got 1.4 m but i am still confused on 0.5m part if I can see below ground level on outside then shouldnt height above ground level which is 30 cm must be included too.
30 cm is cc work and in cc work pointing work is not done ...please see the cross section of wingwall XY in the plan given on the left hand side top corner and compare that cross section with the isometric view of the structure
@@skdavgp7737 sorry but I am talking about 30 cm which is above 50 cm in half sectional elevation on ABCD which we had considered height of straight portion for 40 cm of wing wall . 30 cm cc work is below 50 cm footing.
The entire height of 40cm width wingwall is 70 cm including the sloping portion of 40cm height and straight portion of 30cm height and the height of 30cm width wingwall is 70cm that is how the average height is taken (1.4m +0.5m)/2
The brickwork in the wingwall portion is not explained correctly. The length of 0.5 m wall should be 1.8 m and the length of 0.4 m wall should be 1.1 m only then this will make sense. Otherwise you have to convince me how 0.4 m wall is longer than its base? It didn't make any sense. I found rare videos explaining the quantities of wing wall brick portion explained. It may be printing error in book, I don't know but it isn't make any sense.
Ma'am you have explained very well as per drawing
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Thanks for showing estimating with lengths and sizes.
What is the process for manufacturers trying to get their material on project? I make a "collar joint" shown on drawing.
Thanks,
Michael Bea
Why is height of below G.L. is taken in cement pointing work for vertical face of wing wall if work is to be done above G.L.
In order to find out the average height for vertical face of wingwall consider the cross section XY of wingwall .. on one side you can see the height being 1.4m (70cm+70cm) and on the side the height being 50cm . Imagine the culvert in isometric view there you can observe the 50cm height vertical face side of wingwall being below the GL but it can be seen from outside as it is retaining the roadway embankment and pointing work is done for that portion
@@skdavgp7737 I got 1.4 m but i am still confused on 0.5m part if I can see below ground level on outside then shouldnt height above ground level which is 30 cm must be included too.
30 cm is cc work and in cc work pointing work is not done ...please see the cross section of wingwall XY in the plan given on the left hand side top corner and compare that cross section with the isometric view of the structure
@@skdavgp7737 sorry but I am talking about 30 cm which is above 50 cm in half sectional elevation on ABCD which we had considered height of straight portion for 40 cm of wing wall . 30 cm cc work is below 50 cm footing.
The entire height of 40cm width wingwall is 70 cm including the sloping portion of 40cm height and straight portion of 30cm height and the height of 30cm width wingwall is 70cm that is how the average height is taken (1.4m +0.5m)/2
The brickwork in the wingwall portion is not explained correctly. The length of 0.5 m wall should be 1.8 m and the length of 0.4 m wall should be 1.1 m only then this will make sense. Otherwise you have to convince me how 0.4 m wall is longer than its base? It didn't make any sense. I found rare videos explaining the quantities of wing wall brick portion explained. It may be printing error in book, I don't know but it isn't make any sense.