So ive been calling for 2 hours trying to find a structural engineer. Its hard even finding one and the two i did find.. one gave me help the other wanted money to even give advice on the phone... typical.
Anyway my question is this. I have a 135g 1.2 thick glass tank in my bedroom 3rd level of the house. Its been in that room for 3 years. The first 1 1.2 years i had it perpendicular to the floor joists directly above a load bearing beam. The beam is two 2x12 beams nailed together some kind of orangish wood. The issue with that position is it blocked 80% of my window so i could never really open my blinds and the window to get fresh air and even look outside.. and i had to move my bed in front of the tank so for 1.4 of the tanks length i had to stand on my bed to do any work to the tank.. lol thats kinda dumb. Also the tank was on a steel stand with just 4 legs so even sitting perpendicular weight was all on the ends of 2 joists vs 4 or almost 5 with a wooden stand
So i rearranged my room. I moved the tank parralell to the joists.. The joists are 11 or 12 feet long. Each end left and right sits on load bearing beams.. If the tank is 6 foot long i decided to position it in the center ( against the wall) This way the left and right side of the tank is at most 2 1.2 feet away from the load bearing beams and i making sense ?
My issue was with 4 leggs 1600 lbs is putting alot of direct pressure on the joists under the floor... I figured if i get a wooden stand one made by a manufacture which spreads weight evenly along 6 feet it would be better..
So i got a stand 2 days ago for 40$ in great shape looks brand new actually... The tank is still sitting parrallel to the joinsts.. so basically its sitting on 2 joists length wise. And the joists are 2x10.
The engineer that did help ran calculations and he said im overstressing the joists and its over stressing them more with the new stand then with the 4 legg stand.. That confused me and made no sense.. He said with the new stand its puts even oressure along the 12 foot joist and actually puts more bending pressure on it then with a 4 leg stand... That makes no sense to me.
What do you guys think ? I know 100% without a doubt putting my tabk back against the outside wall specially with the new stand is best because itll be laying directly over top a load bearing beam supporting at least 4 to 5 joists.. Then keeping it length wise on 2 joists.... but still.
Do you guys think itll be ok where it is ? Its been parrallel on 2 joists for over a year and thats with s 4 legg stand.. I figured thr new stand spreading weight evenky along 6 feet was better.. but now im told its worse lol ?
Anyway my question is this. I have a 135g 1.2 thick glass tank in my bedroom 3rd level of the house. Its been in that room for 3 years. The first 1 1.2 years i had it perpendicular to the floor joists directly above a load bearing beam. The beam is two 2x12 beams nailed together some kind of orangish wood. The issue with that position is it blocked 80% of my window so i could never really open my blinds and the window to get fresh air and even look outside.. and i had to move my bed in front of the tank so for 1.4 of the tanks length i had to stand on my bed to do any work to the tank.. lol thats kinda dumb. Also the tank was on a steel stand with just 4 legs so even sitting perpendicular weight was all on the ends of 2 joists vs 4 or almost 5 with a wooden stand
So i rearranged my room. I moved the tank parralell to the joists.. The joists are 11 or 12 feet long. Each end left and right sits on load bearing beams.. If the tank is 6 foot long i decided to position it in the center ( against the wall) This way the left and right side of the tank is at most 2 1.2 feet away from the load bearing beams and i making sense ?
My issue was with 4 leggs 1600 lbs is putting alot of direct pressure on the joists under the floor... I figured if i get a wooden stand one made by a manufacture which spreads weight evenly along 6 feet it would be better..
So i got a stand 2 days ago for 40$ in great shape looks brand new actually... The tank is still sitting parrallel to the joinsts.. so basically its sitting on 2 joists length wise. And the joists are 2x10.
The engineer that did help ran calculations and he said im overstressing the joists and its over stressing them more with the new stand then with the 4 legg stand.. That confused me and made no sense.. He said with the new stand its puts even oressure along the 12 foot joist and actually puts more bending pressure on it then with a 4 leg stand... That makes no sense to me.
What do you guys think ? I know 100% without a doubt putting my tabk back against the outside wall specially with the new stand is best because itll be laying directly over top a load bearing beam supporting at least 4 to 5 joists.. Then keeping it length wise on 2 joists.... but still.
Do you guys think itll be ok where it is ? Its been parrallel on 2 joists for over a year and thats with s 4 legg stand.. I figured thr new stand spreading weight evenky along 6 feet was better.. but now im told its worse lol ?