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There are prompts everywhere you can go, and the screen prompts you to press the e button.
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Look at the strategy, look carefully, some places are very careful.
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You have to press E to go down, and E is to use the arrow keys to go up and down after entering the stairs.
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There will be an icon in the lower right corner of the ladder, and then press e.
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When I saw the icon of a ladder, Ann E
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Run to the ladder, press E and press the down arrow key, and you're good to go!
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A ladder logo appears in the lower right corner. Press the E key and you're good to go
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I don't know if it's the one I want, you try pressing the E key,
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Just walk up to the top of the ladder. He will automatically go up the ladder and press the up and down keys to go up or down.
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Go to the ladder and press E on the ladder, then W is up and S is down.
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Walk next to the ladder and press when the icon appears in the bottom right corner.
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When you walk to the wooden ladder, there will be an icon. Then press E, and it's down.
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1 Hello all, landlord, I'm glad to see your question Although I can't answer your question correctly, but my answer can give you a few hints: 1 If you have any questions in the game, you can go to see the game help first 2 When you really can't solve it, you can ask senior players for help In fact, many problems can be solved by yourself Isn't it very rewarding when you solve the problem by yourself. At the same time, I also believe in the wisdom of the landlord! Good luck finding the answers to your questions soon!
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Now the staircase must be considered The thickness of the slab is the same as that of the floor slab, and the dead load of 100-120 is generally 100-120: the slab is directly taken 0The dead load of the staircase is calculated into 2 line loads added to the two automatically generated beams, as well as live loads.
pkpm generally generates one less stair column Add it yourself to avoid the rest platform hanging when calculating the beam and column reinforcement Use the lt folder Either it means that the stairs are not considered, we are so mandatory, you ask your design institute.
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There is no need to arrange the staircase when modeling with PKPM, just take the plate thickness of the stairwell to zero, add the constant live load, and then change the load guide mode of the stairwell to the opposite side. The live load is taken in accordance with the "Building Structure Load Code", as for the dead load, it can be determined according to the material and plate thickness of the staircase, etc., there is an excel calculation book that can be automatically calculated, and the plate thickness and reinforcement can also be calculated, and the plate thickness is generally taken from the staircase calculation length of 1 25 1 30.
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Let's be honest with you.,Just lay it out.,As for the direction of the tread board.,The thickness of the board.,Changing these has basically no effect on the calculation.。
08 anti-regulation was hurriedly launched after Wenchuan **, and this staircase layout was hastily launched by PKPM after 08 anti-regulation, which itself is tight in time and the design is very simple. I feel that there is a little difference between cloth and no cloth (and it is also very small), and as for how to cloth, I can't see the difference.
Regarding the specific layout method, you can take 0 of the thickness of the stairwell plate (do not have a hole in the whole room, otherwise you will not be able to distribute the load), the load is in accordance with the specification, I generally have a dead load of 7 (about 140 flight plate thickness, you can calculate it yourself), the live load is considered fire protection), the key is to change the load guide mode to the opposite side, and it is the short side of the treread board to be stressed, so that the force of the floor beam is more correct. Then just put a staircase in the stairwell, and there is no need to change the staircase parameters carefully.
The so-called automatic generation of two beams is just that when the software calculates the whole, the staircase is regarded as a beam (in fact, it is a diagonal brace) calculation, and it has nothing to do with how you set it, and it will not really have 2 more beams.
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