RARI Foundation’s Post

I want make sure people know you can use FRM to completely overhaul your map building process. I give you the power to draft in ACAD from your phone, essentially, each line you draw is on a specific layer that it becomes in ACAD. Each feature becomes a feature in ACAD or block. With a quick command I give you, they all rotate correctly. From EOPs to CLs to Santiatry sewer or .500 coax, you can draw it and then export it to that same layer in ACAD. I will post a video of this process with a permit itself as soon as I can. Let's get you a demonstration, better yet!

Grid Today we learned about the Grid in our NAVTACC class. We can use the Grid to create a flexible responsive layout, There are multiple properties that we can use to style our responsive layouts.   Properties Grid-template-column         This property is used to show all divs in columns. Grid-template-rows         This property is used to show different items row-wise. Row gap         This property is used for spacing in multiple rows. Column gap         This property is used for spacing in multiple columns. Grid-template-area     This property is used to specify the area between grid layouts. Grid-template-flow     This property is used to specify the area between grid layouts. Grid-auto-row        This property is used to specify the size of rows. Grid-auto-columns        This property is used to specify the size of rows.

https://lnkd.in/eUyEVxd5 Very helpful tool.

https://lnkd.in/dX88bfGc Function is multidimensional and contextual but it all starts with strings of 4 building blocks.

today's topic sub structure part of building and estimation

PVcase uses 3D ray tracing energy modeling optical simulation algorithms to analyze irradiation, whereas most tools on the market still use 2D view factor energy modeling algorithms. Since we live in a 3D world, which do you think will be more accurate?

Did you know in Swift you can change “let” properties within a struct? All you have to do is assign self to a new instance with the altered property. Why not just make the property “var” in the first place? Well, by marking it as “let” you can enforce that all changes to the property must go through an initializer. In this example, we only ever want Positive to hold (as the names suggests) positive values. This is done in the initializer but if we want to update the wrapped value we would need to call the same logic again… and we may give room for it to be non positive (besides the repetition). Instead we just pass it to the constructor. This constructor serves as the one and only way to modify the value (hence making it safer, more controlled and predictable). Have you used this technique before?

Today's POTD Leetcode: 42. Trapping Rain Water Question: Given n non-negative integers representing an elevation map where the width of each bar is 1, compute how much water it can trap after raining. Eg: input: height = [0,1,0,2,1,0,1,3,2,1,2,1] Output: 6 Explanation: The above elevation map (black section) is represented by an array [0,1,0,2,1,0,1,3,2,1,2,1]. In this case, 6 units of rain water (blue section) are being trapped. Approach: We have an array representing the heights of bars at different positions. The goal is to calculate how much water can be trapped between these bars after rainfall. Each bar has a certain height given in the height array. If you observe water can be trapped only when there are bars greater than the current height on both ends right? How much it can store? minimum(left, right) height - current height. But what is left, right? We need to find the maximum left height now and maximum right height till now to store the water in the gap. Time Complexity: O(3*n) Traversal of the array thrice Space Complexity: O(2*n) Creating maximum height left and right till now arrays. Please feel free to reach out if you have any doubts regarding the solution !! #LearnInPublic #POTD #CONNECT #Leetcode Code Link:https://lnkd.in/dCRptYXX Here is the solution for a better understanding of the approach:

This video is uploaded for engineers who struggle with calculating footing quantities. #civilengineering #quantity_surveyours #site_engineers https://lnkd.in/dcAuEqyw

📢 #New_post: If you find this topic interesting, Please #Like or #Wirte_a_comment or #share it so others can also see it.✅ ▶(#Report_Number5️⃣3️⃣) 📬 Berg-Ltd@mail.ir, Berg.engineering.group@gmail.com 👉 📱 You can always ask for the PDF file of the Papers 📑 shared here by contacting ▶ (+989212392529) during office hours, 9 am-4:30 pm (IRST) 🕰 on WhatsApp or Telegram App, Please Indicate the article code in your message. 📌This is the third edition of AISC Design Guide 1. The first edition was published in 1990 as Column Base Plates by J.T. DeWolf and D.T. Ricker. The second edition was published in 2006 as Base Plate and Anchor Rod Design by J.M. Fisher and L.A. Kloiber. This third edition incorporates and updates the content of the previous editions while also providing significant expansions in coverage related to base connection design. Significant expansions to this Design Guide include the addition of Chapter 3 addressing the relationship between the structure and base connections; the addition of Chapter 5 pertaining to embedded base connection design; the addition of Chapter 6, which focuses on seismic design of base connections; and the addition of Appendices C and D, which provide guidance regarding the simulation and representation of base connections. This edition also significantly expands upon the number of design examples.