There’s tension in the air at the Manchester Arena tonight. That comes as no surprise; quite apart from a collective feeling of apprehension at how Nick Cave might tackle songs from last year’s Skeleton Tree on his first UK tour since his son Arthur’s death in 2015, for many here, this is the first time returning to the venue since the 23 May bombings. A senseless act that saw other parents also lose their own sons and daughters. Long lines for security checks are necessary but leave some attendees anxious; three songs in and Magneto is brought to an early close so that a crowd member can receive first aid, adding to the jitters. Yet it’s Cave himself who breaks the ice: “Freedom of speech and all that but shut the fuck up about my socks!” he cheerily barks at someone in the front row after a three-song opening run that might suggest a more sombre evening lay ahead. Anthrocene, Jesus Alone and Magneto are no less gut-wrenching live in front of 10,000 people than they are on record – Jesus Alone, in particular, is a discomforting experience, its juddering synths coming to the fore amidst the huskily repeated refrain of “ With my voice I am calling you”.
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Later on, Girl In Amber is performed amidst a black and white backdrop of Cave on the Brighton coastline, which brings a girl next to us to tears. She’s not alone. The audience is stock-still during these moments, but Cave rarely is.
He paces the stage restlessly, at times it seems he’s trying to dodge and weave away from the weight of his own words, while at others, their emotional force pulls his body like a puppet. You could argue that in making this run his largest set of UK shows to date, he’s hiding in plain sight, able to revisit Skeleton Tree in characterless enormo-domes away from the whites of the front row’s eyes. Cave’s seems quick to refute that though; for one thing the newer songs suck the space from the room – the arena has rarely been in such rapt silence as it is tonight. For another, he’s constantly reaching out to communicate and hold hands with his audience, culminating during an encore that sees him climbing into the first row of seats during The Weeping Song, before encouraging more than 100 people to dance with him on stage for a particularly charged performance of Stagger Lee. There’s also the fact that so much of tonight feels joyous. For all of the pared-down material, there’s plenty of moments where the ever-reliant Bad Seeds can flex their muscles; From Her To Eternity lights the touch paper, but it’s the one-two salvo of Red Right Hand and The Mercy Seat that truly ignite, with Cave turning to his band and exhorting them to push themselves harder in between a deliciously glottal delivery of the latter’s “an eye for an eye, and a tooth for a tooth”.
He looks, for all the recent travails and tragedies, like a man still thoroughly enjoying himself.
DDRJ, I am worried that you are embarking on a learning excise without considering the path, a design program is not a place to start, it is a second or third stop. 1'st you need to understand what PT is all about and how it works, there are a lots of good information sources just to get you understanding what P/A is all about. Then once we understand the inputs we can start to look to software, I know rapt has a good help menu, but really it isn't there for teaching PT from the basics.
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As for the easy answer, the P/A is report near the end. Read 7.3.7.3 Frame Definition and Design: Flexural Design - Service page 6 of the current downloadable help menu.
'Programming today is a race between software engineers striving to build bigger and better idiot-proof programs, and the Universe trying to produce bigger and better idiots. So far, the Universe is winning.' RE: Post Tension Slab (P/A) (Structural) 23 Apr 14 17:45.
The Post Tensioning Institute of Australia have a few documents that may assist you at: And specifically this document may be of assistance to get your started: I would purchase a good local textbook on the subject and play around with RAPT and you will soon get an appreciation of the typical basis of design, along with hopefully a good mentor you can bounce ideas off. I am curious- Is fair to say that current undergraduate BEng programs in Australia do not teach a comprehensive subject of prestressed concrete? When I was an undergraduate I did two courses on prestresed concrete - one was a core subject and the second was elective that was somewhat advanced. RE: Post Tension Slab (P/A) (Structural). When engineers state 'P/A' as it pertains to prestressed concrete it is based upon gross (uncracked) concrete sectional area. It is simply the effective prestress force (ie after losses) divided by sectional area.
You technically have P/A at transfer, ie after immediate losses, where the effective prestress force is at its maximum, and then in-service P/A, where the effective prestress force accounts for the long-term losses. P/A has nothing to do with 'balance condition', other than under a purely 'balanced condition' where the applied loadings (eg self weight) equals the applied prestress (eg uplift due to cable curvature) such that under these service loadings you have no bending moments, and only axial compression (ie P/A). RE: Post Tension Slab (P/A) (Structural) 26 Apr 14 21:01. Asixth, Those rules are for the secondary direction in restrained slabs! And no one should ever use the Minor Crack Control option because it actually provides no crack control whatsoever. Even the other 2 options will provide limited crack control if only PT is provided to provide the full crack control in a restrained slab. Reinforcement at a maximum spacing of 300mm or preferably 200mm would be required for good crack control.
For the primary direction, the code recommends 75% of those values for shrinkage and temperature, but also requires strength checks and the strength minimum requirements would be significantly higher than,75.7Mpa or even.7MPa. And that would be even higher for beams.