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HK RC Typical Details

HK RC Typical Details. Monday, 14 September 2009. B4 Extra Reinforcement at Corners of Two-Way Slabs at Building Edge. Code Compliance and Reference. This detail complies with HKRC2004 Clause 6.1.3.3 (d) (v) and (vi) regarding the reinforcement at retrained two-way slabs. I must first say that I’ve only one consultant with this details – MINE. I’ve also seen OVE having similar details in their typical details book, but not in their submission drawings. Blog Post: Typhoon No. 8 tonight! The code specifies...

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HK RC Typical Details | hkrcdetails.blogspot.com Reviews

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HK RC Typical Details. Monday, 14 September 2009. B4 Extra Reinforcement at Corners of Two-Way Slabs at Building Edge. Code Compliance and Reference. This detail complies with HKRC2004 Clause 6.1.3.3 (d) (v) and (vi) regarding the reinforcement at retrained two-way slabs. I must first say that I’ve only one consultant with this details – MINE. I’ve also seen OVE having similar details in their typical details book, but not in their submission drawings. Blog Post: Typhoon No. 8 tonight! The code specifies...

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5 a5 crank laps

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9 questions and confusions

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HK RC Typical Details | hkrcdetails.blogspot.com Reviews

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HK RC Typical Details. Monday, 14 September 2009. B4 Extra Reinforcement at Corners of Two-Way Slabs at Building Edge. Code Compliance and Reference. This detail complies with HKRC2004 Clause 6.1.3.3 (d) (v) and (vi) regarding the reinforcement at retrained two-way slabs. I must first say that I’ve only one consultant with this details – MINE. I’ve also seen OVE having similar details in their typical details book, but not in their submission drawings. Blog Post: Typhoon No. 8 tonight! The code specifies...

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HK RC Typical Details: B4. Extra Reinforcement at Corners of Two-Way Slabs at Building Edge

http://hkrcdetails.blogspot.com/2009/09/b4-extra-reinforcement-at-corners-of.html

HK RC Typical Details. Monday, 14 September 2009. B4 Extra Reinforcement at Corners of Two-Way Slabs at Building Edge. Code Compliance and Reference. This detail complies with HKRC2004 Clause 6.1.3.3 (d) (v) and (vi) regarding the reinforcement at retrained two-way slabs. I must first say that I’ve only one consultant with this details – MINE. I’ve also seen OVE having similar details in their typical details book, but not in their submission drawings. Blog Post: Typhoon No. 8 tonight!

2

HK RC Typical Details: A3. Adjacent Laps

http://hkrcdetails.blogspot.com/2009/08/a3-adjacent-laps.html

HK RC Typical Details. Friday, 21 August 2009. Code Compliance and Reference. This detail complies with HKRC2004 Clause 8.7.2 and Figure 8.4 regarding adjacent laps. To be frank, after reading this clause several times, and even after looking up the similar clause in Eurocode 2, I still don't fully understand this clause. Is there a difference between ‘staggered’ lap and ‘adjacent’ lap? Or are they actually the same thing? Why is the minimum clear spacing between adjacent bars only 20mm? The distance bet...

3

HK RC Typical Details: A5. Crank Laps

http://hkrcdetails.blogspot.com/2009/08/a5-crank-laps.html

HK RC Typical Details. Tuesday, 25 August 2009. Code Compliance and Reference. No requirements in HKRC2004. I saw the detail of cranked bars in many consultant’s drawings, but only two of them specifically indicated where to use the cranked bars. Purpose of this detail is to specify where to use crank laps. To my understanding, cranked bars are used to avoid congestion of lapping bars. Just a couple of comments:. Blog note: Any idea on how troublesome it is to make a crank bar? How slow and how costly?

4

HK RC Typical Details: B1. Anchorage of Slab Reinforcement at Support

http://hkrcdetails.blogspot.com/2009/08/b1-anchorage-of-slab-reinforcement-at.html

HK RC Typical Details. Thursday, 27 August 2009. B1 Anchorage of Slab Reinforcement at Support. Code Compliance and Reference. This detail complies with HKRC2004 Clause 9.3.1.3 regarding the reinforcement at end supports for solid slabs (which include a reference to 9.2.1.7 regarding the anchorage of bars at a simply-supported end of a beam). There is a provision that if the shear stress is small (less than half vc), a short straight bar is sufficient for anchorage. This can help reduce slab steel es...

5

HK RC Typical Details: A1. Anchorage of Longitudinal Reinforcement

http://hkrcdetails.blogspot.com/2009/08/a1-anchorage-of-longitudinal.html

HK RC Typical Details. Friday, 21 August 2009. A1 Anchorage of Longitudinal Reinforcement. Code Compliance and Reference. This detail complies with HKRC2004 Clause 8.3 regarding the minimum internal bend radius and Clause 8.4 regarding the anchorage of longitudinal reinforcement. Ct, the HKRC2004 doesn't specify the minimum length (i.e. 4d) beyond the bend. However, in HKRC2004, there is no such provision, so the minimum length beyond bend is not necessary. However, I didn’t add such cross-bar requ...

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HK RC Typical Details

HK RC Typical Details. Monday, 14 September 2009. B4 Extra Reinforcement at Corners of Two-Way Slabs at Building Edge. Code Compliance and Reference. This detail complies with HKRC2004 Clause 6.1.3.3 (d) (v) and (vi) regarding the reinforcement at retrained two-way slabs. I must first say that I’ve only one consultant with this details – MINE. I’ve also seen OVE having similar details in their typical details book, but not in their submission drawings. Blog Post: Typhoon No. 8 tonight! The code specifies...

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