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Click Here to join Eng-Tips and talk with other members! Already a Member? Login. Professional forum and technical support for engineers for DASSAULT: ABAQUS FEA Solver. Includes problem solving collaboration tools. Design of Footing with very large moment. Good day! I believe this one is just simple, what makes it complex is the large moment to be considered in the design. I have an anchored steel pole with base reactions M=220kN-m, P=28kN, V=14kN,. (M=moment, P=Axial, V=Shear). I have already design the pedestal to …We are designing two building and we have two close columns in between so we are going to design these two columns on one pile cap with one pile. (2columns are 200 kips and 100 kips, clay soil, end bearing 4000 psi, skin friction ignored, Pile Diameter shaft is 3.3ft,bell is 10ft) we can not make it two piles …To Remove or insert a Spacer or Blind you first depressurize the System, Then make it Safe. Then you remove all the Bolts on One (1) side of the Flange set. Then you "Jack" the Flanges apart using the built-In Jack Screws (in the Flanges) or with Flange Spreaders (Look it up). Now with the Flanges spread …Flange face is broken into 3 parts - you have not nominated which part is damaged on your flanges. 1/3 inside the raised face - requires repair if epoxy damaged. 1/3 - the actual Raised Face - does not require epoxy coating. 1/3 - outside the raised face - does not require epoxy coating but if coated with epoxy and …

Join Eng-Tips ® Today! Join your peers on the Internet's largest technical engineering professional community. It's easy to join and it's free. Here's Why Members Love Eng-Tips Forums: Talk To Other Members; Notification Of Responses To Questions; Favorite Forums One Click Access; Keyword Search Of All Posts, And More... Register now while it ... 3 May 05 08:35. An estimate of Young's Modulus for concrete is 57,000 (f'c)^2. For cement grout mixes used in augercast piles (usually 3000 psi to 8000 psi), does anyone know of a similar equation to estimate the elasticity? Based on laboratory testing, elasticity of grout is not anywhere near the elasticity of same strength concrete mixes.

4 steps is then only 1750mm clearance and step 5 about 1500mm - too low. Basically you made the hole too small to get the angle of stairs that are suitable for a domestic property ( max angle seems to be about 38 degrees). To get the clearance of 2m under the lip you need about 52-55 degrees.Eng-Tips Groups Engineering Language/Grammar Skills Engineers with Hobbies Local Exhaust Ventilation NICET Certification, training and education Pats' Pub Translation Assistance for Engineers. People Aeronautics & Space Engineers Activities Aeronautic & Space engineering general discussion Aircraft engineering Rotorcraft engineering …

When you think about shared micromobility, Veo isn’t exactly the first company that comes to mind. It’s not as widespread as competitors like Voi, Tier and Lime, and it hasn’t rais...Efficiency (measured in stiffness or strength per unit of weight) is not highest with compact sections - it is actually quite the opposite. Class 3 sections, for example, rarely require transverse or longitudinal stiffeners, but the larger web depth acquired with them far offsets any issues relating to elastic section capacity or local buckling.MotorCity (Structural) 16 Sep 04 09:48. KarlIt, I would suggest consulting the goal manufacturer to obtain the design loads. The support system will vary among models and manufacturers. This type of loading is not governed by any particular code as it is not a building or structure. That has been my approach for the gymnasium designs in the ...ISZ, Thanks for the reply. I contacted the manufacturer and they recommended pointing the arrow toward the sky. The most apparent difference with the orientaion is the voltage output when the cell is loaded. If the arrow is down, the voltage is negative, if pointed up, the voltage is positive.Wind load on the superstructure may be calculated as. 150 psf x A x L. Where 150 psf is the wind pressure (Check also your state or local requirements for different criteria), A is the area of the superstructure in elevation (Curb height, slab height, haunch height, girder and any superelevation), and L is the tributary length …

The following are some parameters that affect how pinned versus fixed a base plate is. Plate thickness-Really thin plates resist very little rotation whereas thicker plates do aid in resisting rotation. Thin plates flex. Anchor Bolt Location-Bolts close to the center of your section tend to act more pinned.

Shear walls3. I was reading reinforced concrete mechanics by MacGregor about shear walls. The book says that a possible solution to decrease foundation size is to " Attach the base of the wall to the ground-floor diaphragm and basement floor to provide a horizontal force couple to react to the moment at the …

Chemical process engineering. (26899 members) forum798 - Professional forum and technical support for engineers for Chemical process engineering. Includes problem solving collaboration tools. Forum.Student Engineer General Discussion. (4380 members) forum1630 - Professional forum and technical support for engineers for Student Engineer General Discussion. Includes problem solving collaboration tools. Forum.Pre-calculatoin of torispherical heads acc. to ASME BPVC VIII Div.2 2023 (4.3.6.1) leads to a thinner wall than a simple cylindrical shell (4.3.3.1). Also, theToo much deflection could possibly induce untoward actions on the part of the person falling; if the railing, say, deflected a foot, that might cause the person to try and do something that might cause them additional, or unexpected, harm, as opposed to a railing that only deflected, say, half an inch.GEE8B (Structural) 29 Apr 23 08:33. Dead load is always downward (direction of gravity). Wind load can be upward or downward (suction/pressure). Wind forces away from the surface are (-). Wind forces towards the surface are (+). So the “W” in 0.6D+W can be negative or positive. Pressure and suction values are typically per ASCE7, and it is ...3 May 05 08:35. An estimate of Young's Modulus for concrete is 57,000 (f'c)^2. For cement grout mixes used in augercast piles (usually 3000 psi to 8000 psi), does anyone know of a similar equation to estimate the elasticity? Based on laboratory testing, elasticity of grout is not anywhere near the elasticity of same strength concrete mixes.

In linear analysis, starting from displacements, the nodal forces can be calculated in two equivalent ways: a) R_e = K_e * U_e. b) At each integration point, calculate strains using B (m) * U_e, calculate stresses using C*e, then integrate stresses using Eq. 4.29. R_e: element nodal force.Professional Ethics in engineering. (12071 members) forum765 - Professional forum and technical support for engineers for Professional Ethics in engineering. Includes problem solving collaboration tools. Forum. Search. FAQs. Links. MVPs.DASSAULT: CATIA products. (15414 members) forum560 - Professional forum and technical support for engineers for DASSAULT: CATIA products. Includes problem solving collaboration tools. Forum. Search.Ayurveda. Unani. Homeopathy. Cowpathy. You’ve heard of ayurveda, the traditional Indian medical science. So have you about Unani, the Perso-Arabic healing science. Then there is ho...22 hours ago · Join Eng-Tips ® Today! Join your peers on the Internet's largest technical engineering professional community. It's easy to join and it's free. Here's Why Members Love Eng-Tips Forums: Talk To Other Members; Notification Of Responses To Questions; Favorite Forums One Click Access; Keyword Search Of All Posts, And More... Register now while it ... I want to summarize as follows: Rule 1) The direction of the coordinate axis should align with the direction from "Grid A to Grid B" of the bush element. Rule 2) The "positive" direction of your coordinate system …*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail. Posting Guidelines. Promoting, selling, recruiting, coursework and thesis posting is forbidden. Students Click Here. Eng-Tips Posting Policies Contact US. Home > Forum Areas Chemical Engineers Area. Only the top forums under each heading is …

From raising minimum wages to "staple green cards." The allocation of H-1B visas is very inefficient, with the lottery system being used in the years with the greatest visa demand—...

Join Eng-Tips ® Today! Join your peers on the Internet's largest technical engineering professional community. It's easy to join and it's free. Here's Why Members Love Eng-Tips Forums: Talk To Other Members; Notification Of Responses To Questions; Favorite Forums One Click Access; Keyword Search … Chemical plant design & operations. (33961 members) forum124 - Professional forum and technical support for engineers for Chemical plant design & operations. Includes problem solving collaboration tools. Makes sense to do so. EIT. hawkaz (Structural) 1 Sep 11 19:08. 40 psf is a good number. 4000# car over a 9'X18' space = 25 psf. I would put the full snow load on the roof in addition to the 40 psf load (both can be there at the same time). msquared48 (Structural) 1 Sep 11 19:45. 6000# (Suburban)over 9X18 is 37.The following are some parameters that affect how pinned versus fixed a base plate is. Plate thickness-Really thin plates resist very little rotation whereas thicker plates do aid in resisting rotation. Thin plates flex. Anchor Bolt Location-Bolts close to the center of your section tend to act more pinned.The U.S. Department of Health and Human Services (HHS) is aware that Change Healthcare – a unit of UnitedHealth Group (UHG) – was impacted by a …A guide to the most eco-friendly and sustainable luxury hotels in England. The impact that travel has on the planet is causing concern for an increasing number of travelers. Althou...The caustic scrubber is used to absorb the sour gases like H2S and CO2. To design this, you need to consider the system as an absorption column. For that you need to calculate how many equilibrium stages you have. Do not forget you have , at least, one chemical reaction (H2S + 2NaOH --> Na2S + 2H2O) if your stream doesn't have CO2.Joints spacing: • Rule of thumb is 24 to 36 times the thickness (gives the spacing in mm/inches). • Keep the thickness variation to -5mm (-1/4") / +10mm (3/8"), and the subgrade as flat as possible with no abrupt change greater than 15mm (1/2") in about 1.2m (4'). This keeps the "sudden" restraint potential down.

Happy Friday. Looking at replacing the entire bottom of a 60' diameter tank. Given the foundation configuration and some other challenges, the recommended solution is to install a second bottom over the existing bottom as specified in API 653 9.10.2. Looking for a couple bench marks from members. - Confirmation there isn't an API-653 standard ...

Join Eng-Tips ® Today! Join your peers on the Internet's largest technical engineering professional community. It's easy to join and it's free. Here's Why Members Love Eng-Tips Forums: Talk To Other Members; Notification Of Responses To Questions; Favorite Forums One Click Access; Keyword Search …

Antenna & propagation engineering. Circuit design. Communication & signal processing engineering. Electric motors & generators engineering. Electric power & transmission & distribution. Electrical Engineering general discussion. Microwave & electromagnetic engineering. Power supply & electronic component design.The reason is carbon content below 0.03% would be considered 304L per the SA 240 material specification, and limited to 1000 deg F. When you have dual grade certification 304L/304, the 0.04% or higher carbon comes into play for creep strength and one must review the MTR for specific use. SnTMan (Mechanical) 14 …Defying stereotypes. At four feet 11 inches, and 73 kilograms, Dolly Singh stands out from the crowd of star yogis on Instagram who have come to be known for their slim waists, mus...Storage tank engineering. (6881 members) forum1452 - Professional forum and technical support for engineers for Storage tank engineering. Includes problem solving collaboration tools. Search.forum337 - Professional forum and technical support for engineers for Wood design and engineering. Includes problem solving collaboration tools. Search.The answer can be found in a textbook or your lecture notes from school. Shear design formulas in EC2 are based on strut-and-tie models, and when the distance of the critical section is "d" or less than that, a large part of the shear is transferred by arch action (a compression strut) directly to the support.I want to summarize as follows: Rule 1) The direction of the coordinate axis should align with the direction from "Grid A to Grid B" of the bush element. Rule 2) The "positive" direction of your coordinate system …(RTTNews) - Himax Technologies, Inc. (HIMX) reported that its second quarter profit to stockholders declined to $70.64 million from $108.89 millio... (RTTNews) - Himax Technologies...Ayurveda. Unani. Homeopathy. Cowpathy. You’ve heard of ayurveda, the traditional Indian medical science. So have you about Unani, the Perso-Arabic healing science. Then there is ho...Brick grows with time, and that can lead to cracking at the thinnest sections, and the two sections in your photos are thin. This cracking in veneer is not indication of settlement or other structural problems, so if it bothers you, get a mason to repoint it. Make sure he knows what he is doing, as amateur repairs can stand out worse than the ...

Global Internet of People News: This is the News-site for the company Global Internet of People on Markets Insider Indices Commodities Currencies StocksNigeria’s broadcast regulator, the National Broadcasting Commission, has ordered all broadcasting stations in the country to suspend their use of Twitter. The directive was issued ...Pressure/temperature ratings for Class 800 shall be determined by the equation: P8 = 1/3 P6 + 2/3 P9. where. P8 is the pressure at the specified temperature, expressed in bar3, for Class 800 rounded to the nearest. (10 kpa); P6 is the listed pressure, at the specified temperature, for Class 600, expressed in bar;Pats' Pub *. Translation Assistance for Engineers. * Invite-Only Groups that are publicly listed allow you to browse the Group, but you must apply for Group membership before participating in it. Eng-Tips engineering forums is an intelligent work forum community for engineering professionals of all disciplines.Instagram:https://instagram. red taylor's version vinylfigi's gallery loginstater brothers instacarttalecris plasma resources portland photos ISZ, Thanks for the reply. I contacted the manufacturer and they recommended pointing the arrow toward the sky. The most apparent difference with the orientaion is the voltage output when the cell is loaded. If the arrow is down, the voltage is negative, if pointed up, the voltage is positive. jamie flatters shirtlesstulsa farm and garden craigslist Structural engineering general discussion. (83014 members) forum507 - Professional forum and technical support for engineers for Structural engineering general discussion. Includes problem solving collaboration tools. measured mom forum337 - Professional forum and technical support for engineers for Wood design and engineering. Includes problem solving collaboration tools. Search.The current ASME VIII require you to obtain U stamp certification from the ASME Board. They will issue to you, based on extensive testing of your design and fabrication capability, experience and understanding of the current ASME code requirements. No specific PD 5500 requirements. Please note that this month is …(RTTNews) - Himax Technologies, Inc. (HIMX) reported that its second quarter profit to stockholders declined to $70.64 million from $108.89 millio... (RTTNews) - Himax Technologies...