Consider the following: 1.) Design of footing and columns to support the beam 2.) Beam connection to columns 3.) You should have an engineer check what you propose to build and do some calculations to figure out what size beam to use, any other pertinent details and what the safe working limits are, including a safety margin above that. 4.) 20'-0" is a significant span, I'm not aware of any quick reference material that may help narrow it down, for a particular shape and size beam, the reason I always mention using a design professional to do the necessary calculations, is because when you overload it without realizing it, there is a strong possibility for failure and serious injury. Even if the span is not going to carry any real haeavy weight, just takes that one time when you think it's going to hold. This is really a life safety issue, others may disagree, but for what a design professional charges, it's worth every dime, once complete, the web of the beam ought to have the max. load stenciled onto it, so there is no mistake about it.
Simple thing to do is provide the engineer with the details of what you propose to build, include all additional rigging, your hoist and accessories, you might be suprised at the size of the beam required on that span. With the use of temporary shores, you could reduce the span and increase it's capacity, but being that it's not a permanent component of the building, might not be acceptable for a designer to sign off on.
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