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We are in the process of converting a four car garage into a
We are in the process of converting a four car garage into a pool house/casita (one bedroom with bathroom) The concrete has a slight slope, and there are no major cracks. In fact, it has been evaluate… read more
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I am needing help getting some questions answered about a
I am needing help getting some questions answered about a patio cover design … read more
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I want to know if it's possible/ structurally sound to pour
I want to know if it's possible/ structurally sound to pour a circular concrete foundation in multiple sections … read more
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I am replacing the poles and bracing on a patio. The 12' X
Hello. I am replacing the wood poles and bracing on a patio. The 12' X 22' patio cover is wood (2x6), 1/2 ply and shingles. I want to replace the 3 poles with 2 metal poles and 2 c channel beams. The … read more
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I am building a root cellar that is 14 ft wide and 90 ft.
I am building a root cellar that is 14 ft wide and 90 ft long. The footings are 8 x 24 inches with 3 5/8 rebar in them. There will be 8 in block wall 8 ft high with # 5 rebar every other row horizonta… read more
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Im looking at a house to buy that has an unusual feature.
I'm looking at a house to buy that has an unusual feature. It was built in about 1890 and has been remodelled at least once. An addition was built onto the back of the house that projects 6 or 7 feet … read more
Expert
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I have an existing basement slab-on-grade, approx. 2-years
I have an existing basement slab-on-grade, approx. 2-years old. There are portions of slab that have settled, cracked and require replacement. The original building is going to remove these sections and re-pour. The correct method is in question. Slab is approx. 3.5" thick, non-reinforced, 6-mil vapor barrier. I would assume the builder will saw-cut small portions to be removed. Diamond Dowel and epoxy. I am considering an independent testing agency to determine the existing compaction rate as a "Baseline". Ultimately the builder and Eng or record shall determine the corrective action, I will be observing, and want to make sure work is proper. I looked throught IRC and ACI, and was not able to find specific means & methods. … read more
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I need to replace a rafter tie that was removed from the
I need to replace a rafter tie that was removed from the roof joists of an old railroad station when it was converted into apartments in the 1950's. The roof was once covered in clay tiles (1000# ****… read more
StructuralEng
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I am in the process of complete an job estimate backyard
I am in the process of complete an job estimate for a backyard patio with roofing over it. I need price, specification for the concrete strength and so on. The patio or deck should I say, have a dimen… read more
StructuralEng
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Ok this is bit tougher. My property is on a llside. I am
ok this is bit tougher. My property is on a hillside. I am building 24"x24" piers using concrete block and solid Pour center and 2 pieces of 1/2 rebar. These piers will vary in height but the tallest … read more
StructuralEng
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We bought a 12 year old house that has a concrete slab on
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Slab foundation is cracked and broken. The slab has concrete
Slab foundation is cracked and broken. The slab has concrete wire instead of rebar. Slab has been repaired with piers and pumping slurry concrete but continues to fail. A nationally known foundation r… read more
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, I have a concern about what I'm assuming is a load bearing
Hi, I have a concern about what I'm assuming is a load bearing wall between my house and garage. It is hanging about an inch over the slab under of it. I have a structural engineer coming out on frida… read more
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What size Glulam beam with a 24 ft span 2 foot on center with
What size Glulam beam with a 24 ft span 2 foot on center with 3 1/8 plywood glued and screwed be required to support a 24 x 32 ft renforced concrete slab 7 1/2 inch thick?… read more
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i have 7 Inch Slab 4500 Psi concrete and 5/8 rebar 12 inch
i have 7 Inch Slab 4500 Psi concrete and 5/8 rebar 12 inch center , on base on 24 Inch calichi 90 to 95 compaction. need to to know strenth… read more
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I have a problem created by Hurricane Sandy. My house is located
I have a problem created by Hurricane Sandy. My house is located on a NY harbor with an ipe deck that is supported by two concrete cantilevered arms extending from land beyond the seawall. Cantilever … read more
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I have a room under my garage. The cement in the garage was
I have a room under my garage. The cement in the garage was breaking up in areas that I filled in with a commercial concrete product. One area in the ceiling of the room below has some of the concrete… read more
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I am building a 40 by 48 garage the foundation was recently
I am building a 40 by 48 garage the foundation was recently poured and there was a problem with a batch of concrete which forced the builder to remove the floor when this was done they cracked both fr… read more
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Disclaimer: Information in questions, answers, and other posts on this site ("Posts") comes from individual users, not JustAnswer; JustAnswer is not responsible for Posts. Posts are for general information, are not intended to substitute for informed professional advice (medical, legal, veterinary, financial, etc.), or to establish a professional-client relationship. The site and services are provided "as is" with no warranty or representations by JustAnswer regarding the qualifications of Experts. To see what credentials have been verified by a third-party service, please click on the "Verified" symbol in some Experts' profiles. JustAnswer is not intended or designed for EMERGENCY questions which should be directed immediately by telephone or in-person to qualified professionals.

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