Already have an account? Get multiple benefits of using own account!
Login in your account..!
Remember me
Don't have an account? Create your account in less than a minutes,
Forgot password? how can I recover my password now!
Enter right registered email to receive password!
Explain the Design Criteria Sedimentation basin
Surface Loading rate (or overflow rate), Vo = Q/A (flow rate/surface area)
Detention time t or ? = V/Q (Volume /Flow rate)
Weir loading = Q/L (flow rate/length of weir) ≤ 20,000 gpd/ft
Minimum depth 10 ft and Free Board = 1- 2ft
Width 30-50 ft and length 100-200 ft with a L:W of 3:1 to 5:1 (4:1 typical) for rectangular basins and diameter of less than 200 ft for circular tanks.
Compute the stresses at top and bottom fibres in a simply supported pre-stressed concrete beam with a rectangular cross section, 200 mm wide and 400 mm deep at sections A-A, B-B an
what does mean by too short and too long in erroneous tape length?
Acid Test: This test is usually carried out on sand stones to examine the presence of calcium carbonate that weakens the weather resisting quality. In this particular test,
design procedure
procedure
Find the normal stress: Figure 1 shows the projection of a rectangular prism ABCD, formed by adhesive bonding of two triangular prisms ABC and ACD. The state of stress in the
RMC
Design a footing of a bridge pier
Torpedo splice triple wedges In a Torpedo splice triple wedges, shown in Figure, are provided to firmly hold tendon wires. Whole assembly of the splice is housed in a sleeve. L
discuss the resection method of plane table sureying in detail
Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!
whatsapp: +91-977-207-8620
Phone: +91-977-207-8620
Email: [email protected]
All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd