1.50 PROBLEM 50-STATICS What is the force in member A-B? 100 N 100 N 100 N 45° 10 m (a) Unable to determine (b) 25 N (c) 50 N (d) 75 N A 125 N 1.51 PROBLEM 51 - STATICS What is the force in member A-C? 100 N 45° 200 N A 10 m 125 N B 10 m (a) Unable to determine (b) 50 N (c) 175 N (d) 225 N 200 N D 10 m 10 m 10 m ZNA E 10 m 10 m 10 m C B 10 m 10 m 10 m F 45° G 10 m 45° 10 m AH 75 N 75 N

Define hydrogeology.

A basic : dwelling form provides coverage for which of the following perils?   Theft Glass breakage lightening water backup

3385 A Basic Causes of Loss Form provides coverage against which of the following perils? a. collapse b. sprinkler leakage c. water damage d. theft

I need a quick solution within 15 minutes

solve a plumbing base in a picture

barangay hall - design concept

Situation: As shown in the Figure, an exterior column with a service dead load of 615 kN, as 1135 kN and a 925 795 kN and a service live load of well as an interior column with a service dead load of service live load of kN, must be supported on a combined rectangular footing whose outer end cannot protrude beyond the outer face of the exterior column. The soil's allowable bearing pressure is 325 kPa. The footing's bottom is 1.80 meters below grade, with a 4.8 kPa surcharge indicated on the surface. The footing is 1.20 meters thick. Concrete has a unit weight of 24 kN/m³, while soil has a unit weight of 18 kN/m³. The footing must be designed in such a way that the resulting pressure under service loads is uniform. a. Find the effective allowable bearing pressure in kPa (allowable pressure minus the weights of concrete, soil, and surcharge). b. Find the distance, in meters, of the point of application of the resultant service load of the two columns, measured from the outside face of…

Please answer