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Thankyou for the 2nd concurrence.

Thank you for your recommendation. Am I correct in assuming that the IPC allows a cleanout in the upstream direction? May I request that you share with me which section of the IPC Code states this?

Thankyou all for your Reccomendations @swazimatt , @LittleInch , & @bimr ; Apologies for the late replay. Following the recommendations Please see the image below and I look forward to further comments from you guys: Option 1: Option 2: Questions : 1.) Does IPC Allow double clean-out and...

Good day Eeveryone, There is an existing building sewer that all house utilities drain into, as shown in green. We need to reroute this line since the existing sewer main at the rear of the house will be abandoned, and we plan to connect the building sewer to the new sewer main at the front of...

thread261-318645 I have a similar problem related to the issue similar to the thread above. The trench is 4 feet wide and 12 feet deep, with the highest water table at 4 feet below the ground surface. We have sufficient trench shielding; however, this is not enough to prevent the loosening of...

Good day to you all, Can I ask what USA references did you get those maximum velocities? Its been a great help guys

Good Day, Is there a maximum slope for sewer pipes? I could only find the minumum slope for each pipe sizes in the 10 state standards. I am looking for an information resources that states that there is a maximum slope that will leave the solids behind if the water moves to fast , or if I am...

Thank you for this @HTURKAK,@LittleInch,and @AgMechEngr. I will look at all of your advices. . Littleinch thankyou for the link this is a great help to start.

Good day, everyone, I was wondering if anyone could please provide me with civil engineering references (in American standard) for pipe laying construction for wastewater. I would like to get a head start on the construction process and its soil and material testing procedures. It is not...

@HTURKAK thanks for the advise @KootK sorry i forgot to mention that my main concern is the design of the foundation .. now that you have mentioned it. In some structures that have large height to width ratio .. if using an OMF category for R value .. the foundation would rather tip over than...

Good day . I have been wondering why is it that the overturning moment for OMF building is far greater than the SMF building although they would have approximately the same mass? Code is UBC 97 , and ASCE 7-14 Is there a limit for the overturning that would give the same results to both...

After the analysis, Etabs would give a required Area of reinforcement needed in the the rectangular column.. My question is how do we know how much rebar should be placed in the short side and the long side of the column?

Thankyou all For Participating . . . my thread Hello Hoshang , hokie66 , and Dik I was asking about 2 way slab . . I've just drawn the one direction of the two way slab for simplification of the topic . . By the mean of column strip I was talking of the bars parallel in its direction in which...

Thank you for your time hokie66. Can I ask you an opinion if my thoughts are somewhat logical. Inorder for the bent bars to continue in its direction.. can I develop the bars at the continious support as shown in the figure. . .

Hello dik.. I was refering to two way slab but I drawn one direction only for simplicity . .I saw your link images..but it only refers to cut bars. Do you have any bent up bats?

Hello hokie66 , I know that it is old fashion . But there are old designers that cant move on . Please enlighten me if you know. . .

I just want to clarify what is the proper detailing of a bent up rebars for the two way slab. and I want to know the sections of the aci code that supports it. the slab is 5 m x 5 m with a perimeter support beams with a width of 250 mm the plan specs for the bars @ long direction is 12 mm diam...

Thankyou for your help everyone..

is it required for a single mat footing to be hook at the ends of the Rebar? I have seen some engineers practice those kind of procedure. . but is it really required? and also is it required to hook all top bars of the cantilever beam at the tip of it?

thank you so much BAretired. . I have seen the latest minimum requirements I thought that the temperature bars are not included in the ACI skecth. . . hello KootK . . do you mean that the bottom bars of the two way slab is enough for the temperature bars? correct me if I am wrong KootK. . the...