We follow the question 74 and have a similar question. Following the same method we find that
h=ab.BC2=AC2+AB2=a2+ab. Let CD subtend an angle of α
at B.
In △BCD, using sine rule
sinαCD=sin(90∘−θ)BC
⇒sinα=BCCDcosθ=BCCD.BCAC=a2+ab(b−a)a=a+bb−a.
The diagram is given below:
Let BC be the pillar given a height of h and CD be the statue having a height
of x. Both the statue and the pillar make the same angle at A which we have let to be
θ.
In △ABC,tanθ=dh
In △ABD,tan2θ=1−tan2θ2tanθ=dh+x
⇒1−d2h2d2h=dh+x⇒h+x=d2−h22hd2
⇒x=d2−h2h(d2+h2).
The diagram is given below:
Let BE be the tower and CD be the pole such that base of the tower is at half the
height of the pole. Given height of the tower is 50′. Aangles of depression of the top and the
foot of the pole from top of the tower are given as 15∘ and 45∘. Let the
distance between the pole and the tower be d′.
In △ABC,tan45∘=1=d50+2h⇒d=50+2h
In △BGD,tan15∘=3+13−1=d50−2h
⇒h=100/3 ft.
The diagram is given below:
Given A is the initial point of observation and D is the second point of observation
which is 4 km south of A. Let P be the point in air where the plane is flying
and Q be the point directly beneath it. Given that Q is directly east of A and
angles of elevation from A and D are respectively 60∘ and
30∘. Let PQ=h km be the height of the airplane. Clearly, ∠DAQ is a
right angle.
In △APQ,tan60∘=AQh⇒AQ=hcot60∘
In △DPQ,tan30∘=DQh⇒DQ=hcot30∘
In △ADQ,DQ2=AB2+AQ2⇒h2cot230∘=h2cot260∘+42
⇒h=6 km.
The diagram is given below:
Let PN be the flag-staff having a height of h. AB is perpendicular to
AN. Let AN=x and BN=y. Given angles of elevation from A and
B to P are α and β respectively.
In △APN,x=hcotα. In △BPN,y=hcotβ
In △ABN,AB2+h2cot2α=h2cot2β
⇒h=cot2β−cot2αAB=sin(α+β)sin(α−β)ABsinαsinβ
The diagram is given below:
Let AC be the tower having a height of h such that AB:BC::1:9. Given the point
at a distance of 20 m is where both AB and BC subtend equal angle which we have
let to be θ.
In △ABD,tanθ=10∗20h⇒h=200tanθ
In △ACD,tan2θ=20h=10tanθ
⇒1−tan2θ2tanθ=10tanθ
⇒10tan2θ−8=0⇒tanθ=52
⇒h=805 m.
The diagram is given below:
Let BC be the tower inclined at angle an angle θ from horizontal having a vertical
height of h. Let A and D be two equidistant points from base B of the
tower from where the angles of elevation to the top of the tower is α and β
respectively. Let AB=BD=d. Let BE=x.
In △BCE,tanθ=xh⇒x=hcotθ
Clearly, AE=d−hcotθ and BE=d+hcotθ
In △ACE,tanα=d−hcotθh and in △BCE,tanβ=d+hcotθh
⇒cotα+cotθ1=cotβ−cotθ1
⇒θ=tan−12sinαsinβsin(α−β).
The diagram is given below:
Let ABC be the triangle in horizontal plane and PQ be the 10 m high flag staff
at the center of the △ABC. Given that each side subtends an angle of 60∘
at the top of flag staff i.e. Q.
∴∠AQC=60∘⇒AQ=QC making △AQC equilateral.
Let AQ=QC=AC=2a. We know that centroid is a point on median from where the top of the
vertex is at a distance of 32 rd times length of a side. We also know that median of
an equilateral triangle is perpendicular bisector of the opposite side.
⇒AP=32.2a.sin60∘=32a
△APQ is also a right angle triangle with right angle at P.
⇒AQ2=AP2+PQ2⇒a=523
∴ Length of a side =2a=56 m.
The diagram is given below:
Let AB be the pole having a height of h then the height of the second pole CD
would be 2h. O is the point of observation situated at mid-point between the poles
i.e. at a distance of 60 m from each pole. Let ∠AOB=θ and therefore
∠COD=90∘−θ.
In △AOB,tanθ=60h
In △COD,tan(90∘−θ)=cotθ=602h=2tanθ⇒tanθ=21
⇒h=302 m and 2h=602 m.
This problem is similar to 158, and has been left as an exercise.
This problem is similar to 134, and has been left as an exercise.
The diagram is given below:
Since AB and CD are two banks of a straight river they would be parallel. We have shown
alternate angles for β and γ in the diagram other than given angles. In
△ABC,∠ACB=π−(α+β+γ)⇒sinACB=sin(α+β+γ).
Using sine formula in △ABC,
sinACBAB=sinABCAC⇒AC=sin(α+β+γ)asinγ
Using sine formula in △ACD,
sinαCD=sinβAC⇒CD=sinβsin(α+β+γ)asinαsinγ
The diagram is given below:
Let PQ be the bank of river having a width of b and R be the point in line with
PQ at a distance of a from Q. QS is the distance of 100 m to
which the person walks at right angle from initial line.
In △PRS,tan40∘=100a+b
In △QRS,tan25∘=100b
⇒b=100(tan40∘−tan25∘).
This problem is similar to 96, and has been left as an exercise.
This problem is similar to 96, and has been left as an exercise.
The diagram is given below:
Let P and Q be the tops of two spires, P′ and Q′ be their
reflections. From question OA=h. Let BP=BP′=h1,CQ=CQ′=h
Let the distance between spires be x=MN=OM−ON.
In △OMP′,tanβ=OMh+h1⇒OMtanβ=h+h1
In △OMP,tanα=OMh1−h⇒OMtanα=h1−h
⇒OM(tanβ−tanα)=2h⇒OM=tanβ−tanα2h
Similarly, ON=tanγ−tanα2h
⇒x=OM−ON=2h[tanβ−tanα1−tanγ−tanα1]
On simplification we arrive at the desired result.
The diagram is given below:
Let O be the center of the square and OP be the pole having a height of h. Let
OQ be the shdow of the pole. Given CO=x and BQ=y. Then BC=x+y. Let OR⊥BC.
∴OR=BR=2x+y and QR=2x−y
In △POQ,tanα=OQh⇒OQ=hcotα
In △ORQ,OQ2=OR2+QR2⇒h2cot2α=(2x+y)2+(2x−y)2
⇒h=2x2+y2tanα
The diagram is given below:
Let OP be the vertical height c of the candle. O′ is the point vertically below
O therefore OO′=b as given in the question. Let EF represent the line of
intersection of the wall and the horizontal ground. Draw O′D⊥EF then O′D=a.
Clearly, EF=2DE as shadow is symmetrical about line O′D,
In similar triangles AOP and PO′E,
O′EOA=O′POP⇒O′Ea=b+cc⇒O′E=ca(b+c)
In △O′DE,
O′E2=a2+DE2⇒DE=cab2+2bc
⇒EF=2DEc2ab2+2bc
The diagram is given below:
Let PABCD be the pyramid, PQ the flag-staff having a height of 6 m. Let
OP=h and the shadow touches the side at L.
Proceeding like problem 167, we have in △OML,
OL2=OM2+LM2⇒(h+6)2cot2α=(2x+y)2+(2x−y)2
⇒h=2x2+y2tanα−6
The diagram is given below:
Let PQ be the tower with given height h,C be the initial point of observation from
where angle of elevation is θ. When the man moves a distance d let him reach point
B from where angle of elevation is 2θ and then final point be A which is
at a distance of 43d from B, having an angle of elevation 3θ.
∠QCB=∠CQB=θ∴BC=BQ=d
In △PQB,sin2θ=dh⇒h=2dsinθcosθ
Using sine rulel in △ABQ,4sinθ3d=sin(180∘−θ)d
⇒4sinθ3=3sinθ−4sin3θ1
⇒sin2θ=125∴cos2θ=127
⇒h2=4d2sin2θcos2θ⇒36h2=35d2
The diagram is given below:
Let O be the mid-point of AB having a measure of 8 m. Let OP be the
2 m long object, PQ be its position after 1 second and RS be the
position after 2 seconds.
∠PAQ=α,∠RAS=β as given in the problem. Also given,
dtds=2t+1⇒∫ds=∫(2t+1)dt⇒s=t2+t+k
where k is the constant of acceleration. At t=0,s=0⇒k=0
Let OD be the pole having a height of h. Given that △ABC is isosceles
and B and C subtend same angle at P which is feet of the observer, therefore
AB=AC. Let BD=DC=x. Given ∠APO=β,∠CPQ=α and
OP=d.
ΔABC=21BC.AD=x.AD
In △AOP,tanβ=dh+AD⇒AD=dtanβ−h
In △CQP,tanα=PQh⇒PQ=hcotα
In △OPQ,OQ2=PQ2−OP2⇒OQ=h2cot2α−d2
⇒ΔABC=(dtanβ−h)h2cot2α−d2
The diagram is given below:
In the diagram A,Q,B are in the plane of paper and PQ is perpedicular to the plane
of paper.
In △APQ,tan(90∘−θ)=AQh
In △BPQ,tanθ=BQh
⇒h=AQ.BQ
Since BQ is north-west ∴∠AQB=45∘=∠QBA⇒AQ=AB=100 m.
In △ABQ,OB=AQ2+AB2=1002 m.
⇒h=10042 m.
The diagram is given below:
Let AB and CD be the vertical poles having heights of a and b
respectively and angle of elevation α from O which is same for both of them. Also,
the angles of elevation from P are β and γ along with ∠APC=90∘.
In △ABQ,tanα=AQa⇒AQ=acotα
In △CDQ,tanα=CQb⇒CQ=bcotα
⇒AC=AQ+CQ=(a+b)cotα
In △ABP,tanβ=APa⇒AP=acotβ
In △CDP,tanγ=CPa⇒CP=bcotγ
In △APC,AC2=AP2+CP2
⇒(a+b)2cot2α=a2cot2β+b2cot2γ
The diagram is given below:
Given the pole is PQ, let h be its height. PQ is perpedicular to the plane of
paper i.e ABC.∴∠QPA=∠QPB=∠QPC=90∘
In △APQ,tanθ=PAh⇒PA=hcotθ
Similarly, PB=PC=hcotθ=PA
Hence, P is the circumcenter of the △ABC and PA is circum-radius of
the circumcircle.
∴h=PAtanθ=4Δabctanθ
The diagram is given below:
Let PQ be the tower having a height of h and ∠AOP=θ. Given that
tanθ=21
In △AOP,tanθ=AOAP⇒AP=1502 m.
In △POQ,tan30∘=OPh⇒OP=h3
In △AOP,OP2=OA2+AP2⇒3h2=3002+(1502)2
⇒h=1502 m,
∴tanϕ=APh=1⇒ϕ=45∘.
The diagram is given below:
Let OB=h,OA=x. In △AOB,tanα=hx
⇒x=htanα
In △BOC,tanβ=d−xh⇒d=htanα+hcotβ
In △BOD,tanγ=d+xh⇒d=hcotγ−htanα
∴htanα+hcotβ=hcotγ−htanα
⇒2tanα=cotγ−cotβ.
The diagram is given below:
Let M be the mid-point of ES such that SM=ME=x and OP be the tower
having a height of h.
In △EOP,tanα=OEh⇒OE=hcotα
Similarly in △OPS,OS=hcotβ and in △MOP,OM=hcotθ
Since OE is eastward and OS is southward ⇒EOS=90∘
⇒ES2=OS2+OE2⇒4x2=h2(cot2β+cot2α)
Since M is mid-point of ES,OM would be the median.
⇒OS2+OE2=2MS2+2OM2
⇒h2cot2β+h2cot2α=2h2(cot2β+cot2α)+2h2cot2θ
⇒cot2β+cot2α=4cot2θ
The diagram is given below:
Let AP be the tree having a height of h and AB be the width of canal equal to
x. Given, BC=20 m and ∠BAC=120∘.
Let OP be the tower with P being the top having a height of h. According to
question S1S2=S2S3,∠PS2S1=γ1,∠PS3S2=γ2,∠S1PS2=δ1,∠S2PS3=δ2,∠PS1O=β1 and ∠PS2O=β2.
In △OPS1,sinβ1=PS1h⇒PS1=sinβ1h
In △OPS2,PS2=sinβ2h
Using sine rule in PS1S2,sinδ1S1S2=sinγ1PS1
⇒S1S2h=sinδ1sinβ1sinγ1
Similarly in PS2S3,S2S3h=sinδ2sinβ2sinγ2
Equalting last two results we have desired equality.
The diagram is given below:
Let PQ be the vertical pillar having a height of h. According to question,
tanα=2,AN=20 m and that △PAM is equilateral. Let ∠QAP=β,∠QBP=γ
In △NPQ,tanα=PNh=2⇒PN=2h
In △ANP,tan60∘=3=ANPN⇒PN=203⇒h=403 m.
cos60∘=21=PAAN⇒PA=40 m.
△PAM is equilateral and PN⊥AM∴AN=MN=20 m
⇒AM=40 m, ⇒AB=80 m.
∴PB=AB2−PA2=403 m.
⇒β=60∘ and γ=45∘.
The diagram is given below:
Let ABC be the triangular park, O be the mid-point of BC and OP be the
television tower(out of the plane of paper). Given that, ∠PAO=45∘,∠PBO=60∘,∠PCO=60∘,AB=AC=100 m. Also, let OP=h m.
Clearly, ∠POA=∠POB=∠POC=90∘.
In △POA,tan45∘=OAh⇒OA=h
In △POB,tan60∘=OBh⇒OB=3h
Similarly OC would be 3h.
∵△ABC is an isosceles triangle and O is the mid-point of
BC.∴AO⊥BC.
In △AOB,AB2=OA2+OB2⇒h=503 m.
The diagram is given below:
Let ABCD be the base of the square tower whose upper corners are A′,B′,C′,D′
respectively. From a point O on the diagonal AC the three upper corners A′,B′
and D′ are visible.
According to question ∠AOA′=60∘,∠BOB′=∠DOD′=45∘
Also, AA′=BB′=h and AB=a
In △AA′O,tan60∘=AOh⇒AO=3h
In △BB′O,tan45∘=1=BOh⇒BO=h
Using cosine rule in △AOB,
cos135∘=2AO.ABAO2+AB2−BO2
⇒−21=2.3h.a3h2+a2−h2
Considering h>0, on simplification we arrive at ah=46(1+5).
The diagram is given below:
In the diagram PP′R′R is a plane perpendicular to the plane of the paper. Let C be the
center of top of the cylindrical tower. Since A is the point on the horizontal plane nearest to
Q, hence A will be on the line Q′A where Q′A⊥QQ′. According to
question QQ′=h,C′Q′=r,∠QAQ′=60∘ and ∠PAP′=45∘.
In △AQQ′,tan60∘=3=AQ′h⇒AQ′=3h
In △APP′,tan45∘=1=AP′h⇒AP′=h
AC′=AQ′+C′Q′=3h+r
In △AC′P′,AP′2=AC′2+C′P′2⇒h2+(3h+r)2+r2
Taking into account that h>0, on simplification we arrive at
rh=23(1+5).
The diagram is given below:
Let AP be the pole having a height of h m. Let ∠PCA=θ,∠ADB=α and ∠BDC=β. Then ∠PBA=2θ and ∠BPC=θ.
⇒∠BPC=∠BCP⇒BP=BC=20 m.
From question tanα=51,CD=30 m and BC=20 m.
In △BCD,tanβ=CDBC=3020=32
Now tan(α+β)=1−tanαtanβtanα+tanβ=1
⇒α+β=45∘⇒∠ADC=∠DAC=45∘
⇒AC=CD=30 m. ⇒AB=AC−BC=30−20=10 m.
In △PAB,h2=PB2−AB2=202−102⇒h=103 m.
The diagram is given below:
Let OP be the tower having a height of h,A be the initial position of the man,
B be the second position of the man at a distance a from A and C be the
final position of the man at a distance of 35a from B. Given that angles of
elevation from A,B and C of the top of the tower are 30∘,30∘ and
60∘ respectively. OC⊥AB and DN⊥OC.
In △POA,tan30∘=31=OAh⇒OA=3h
Similarly in △POB,OB=3h and in △POD,tan60∘=ODh⇒OD=3h
∵OA=OA⇒AC=BC=2a
OC=OA2−AC2=3h2−4a2,ON=OD2−DN2=3h2−4a2
BD=CN=OC−CN⇒35a=3h2−4a2−3h2−4a2
On simplification, we get h=4885a or h=65a.
The diagram is given below:
Let OP be the tower having a height of h. Given ABC is an equilateral
triangle. Let the angle subtended by OP at A,B,C be α,β,γ
respectively. According to question tanα=3+1,tanβ=2 and
tanγ=2. OP is perpedicular to the plane of △ABC.
In △AOP,tanα=OAh⇒OA=3+1h.
Similarly, OB=2h and OC=2h.
In △AOB and AOC,AB=AC,OB=OC and OA is common. So
△AOB and △AOC are equal. ∴∠OAB=∠OAC.
But ∠BAC=60∘∴∠OAB=∠OAC=30∘
Let ∠OBA=θ
Using sine rule in △OAB,sin30∘OB=sinθOA
⇒sinθ=223−1=sin15∘
⇒θ=15∘.⇒∠OBD=∠ABC−θ=45∘
In △BOC,OB=OC,OD⊥BC∴BD=DC=40′
In △BOD,cos45∘=OBBD=h/240⇒h=80′
The diagram is given below:
Let OP be the tower having a height of h and PQ be the flag-staff having a
height of x. Since PQ subtends equal angle α at A and B so
a circle will pass through A,B,P and Q. Since C is the mid-point of AB∴AC=BC=a.
Let OA=d and ∠PAO=θ. In △AOP,tanθ=dh
In △AOQ,tan(θ+α)=dh+x⇒1−tanθtanαtanθ+tanα=1−dhtanαdh+tanα
⇒d−htanαh+dtanα=dh+x
⇒d2+h(x+h)=xdcotα
Similarly, (d+a)2+h(x+h)=x(d+a)cotβ
As the points A,B,P and Q are concyclic ∴OA.OB=OP.OQ
d(d+2a)=h(h+x)
⇒d2+d(d+2a)=xdcotα⇒d+a=2xcotα
Similarly, (d+a)2+(d+a)2−a2=x(d+a)cotβ
Solving the above two equations
4x2cot2α+4x2cot2α−a2=x.2xcotαcotβ
⇒2x2(cot2α−cotαcotβ)=a2
x=asinαcosαsin(β−α)2sinβ
The diagram is given below:
Let A1,A2,…,A10,…,A17 be the feet of the first, second, …, tenth, and
seventeenth pillars respectively and h be the height of each of these pillars. Given that these
pillars are equidistant, therefore A1A2=A2A3=⋯=A16A17=x (let).
Clearly, A1A10=9x and A1A17=16x. We have let O as the position of
the observer and ∠A2A1O=θ.
In △A10OP,tanα=OA10h⇒OA10=hcotα
Similarly, OA17=hcotβ
From question OA1=2hcotα and OA1=3hcotβ
⇒2OA1=OA10 and 3OA1=OA17. Let OA1=y then
OA10=2y and OA17=3y
Using cosine rule in △OA1A10,cosθ=2.9x.y81x2+y2−4y2
⇒y2=27x2−6xycosθ
Similarly in △OA1A17,y2=32x2−4xycosθ
⇒y2=42x2⇒xy=42
⇒secθ=−5242
Acute angle will be given by secθ=−5242=2.6 (approximately).
The diagram is given below:
Let DP be the tower having a height of h with foot at D and A,B,C be
the three points on the ciircular lake. According to question ∠PAD=α,∠PBD=β and ∠PCD=γ. Also, ∠BAC=θ and ∠ACB=θ. We know that angles on the same segement of a circle are equal. ∴∠ADB=∠ACB=θ and ∠BDC=∠BAC=θ.
In △PDA,tanα=ADh⇒AD=hcotα
Similarly, BD=hcotβ and CD=hcotγ
In △ABC,∠BAC=∠ACB⇒AB=BC⇒AB2=bC2
Using cosine rule in △ABD,cosθ=2.AD.BDAD2+BD2−AB2
⇒AB2=AD2+BD2−2.AD.BD.cosθ
Similarly in △BDC,BC2=BD2+CD2−2.BD.CD.cosθ
⇒AD2+BD2−2.AD.BD.cosθ=BD2+CD2−2.BD.CD.cosθ
⇒2.BD.cosθ[CD−AD]=CD2−AD2
⇒2.BD.cosθ=CD+AD⇒2cosθcotβ=cotα+cotγ.
The diagram is given below:
Let DP be the pole of height h and R be the radius of the circular pond.
According to question, ∠PAD=∠PBD=30∘ and ∠PCD=45∘.
Clearly, ∠PDA=∠PDB=∠PDC=90∘
Also arc AB=40 m and arc BC=20 m.
Now 402πR=∠AOB2π⇒∠AOB=R40
Similarly, ∠BOC=R20∴∠AOB=2∠BOC
⇒∠ADB=2.∠BDC [∵ angle subtended by a segment at the
center is double the angle subtended at circumference.]
Let ∠BDC=θ, then ∠ADB=2θ.
In △PDA,tan30∘=ADh∴AD=3h.
Similarly, in △PDB,BD=3h and in △PDC,CD=h.
Now ∵AD=BD∴∠DAB=∠DBA=90∘−θ
Also, ∠BAC=∠BDC=θ and ∠ACB=∠ADB=2θ.
Now ∠ABC=180∘−3θ∴∠DBC=∠ABC−∠ABD
=(180∘−3θ)−(90∘−θ)=90∘−2θ
∠BCD=90∘+θ
Using sine rule in △BCD,sin∠BCDBD=sin∠DBCCD
⇒sin(90∘+θ)3h=sin(90∘−2θ)h
⇒cosθ3=cos2θ1
⇒cosθ=23,−31 (rejected because
θ≯90∘)
θ=30∘⇒∠ADC=3θ=90∘
∴AC will be the diameter. arc ABC= semiperimeter =60 m.
πR=60⇒R=19.09 m.
In △ADC,AC2=AD2+CD2⇒4R2=3h2+h2⇒h=R=19.09 m.
The diagram is given below:
Let the man start at O on the straight sea shore OAB,P and Q be the
buoys. According to question, OA=a,OB=b,∠POA=α−∠PAQ=∠PBQ.
∵∠PAQ=∠PBQ=α∴ a circle will pass through the points
A,B,P and Q.
Let ∠OAQ=θ∠QAB=π−θ
Also, ∠OQA=π−(∠QOA+∠OAQ)=π−(α+θ)
∴∠APQ=π−(∠PAQ+∠PQA)=π−[α+π−(α+θ)]=θ
Since ABPQ is concyclic ∴∠ABQ=π−∠APQ=π−θ=∠QAB⇒QA=QA∴△QAB is an isosceles triangle.
Draw OD⊥AB∴D is the mid-point of AB.
⇒AD=BD=2b⇒OD=OA+AD=a+2b
In △ODQ,cosα=OQOD⇒OQ=(a+2b)secα
From the properties of a circle, OA.OB=OP.OQ
⇒a.(a+b)=OP.(a+2b)secα
⇒OP=2a+b2a(a+b)cosα
⇒PQ=OQ−OP=(a+2b)secα−2a+b2a(a+b)cosα.
The diagram is given below:
Let A1OAn be the railway curve in the shape of a quadrant, the telegraph posts be
represented by A1,A2,…,An and the man be stationed at C. From question
CPQ is a straight line. Also, A1C=a. Let OA1 be the radius of the quadrant
and O its center. Clearly, A1OAn=2π.
As there are n telegraph posts from A1 to An at equal distances,
arc A1AN is divided in n−1 equal parts.
∴∠A1OA2=∠A2OA3=⋯=An−1OAn=2(n−1)π=θ
According to question, ϕ=4(n−1)π⇒θ=2ϕ.
Let P and Q be the pth and qth posts as seen from A1.
∴∠A1OP=pθ=2pϕ and ∠A1OQ=qθ=2qϕ
∠POQ=(q−p)θ=2(q−p)ϕ. Draw OD⊥PQ
∵OP=OQ= radius of the circular quadrant. ∴△POQ is an
isosceles triangle.
Clearly, OD bisects the ∠POQ∴∠POD=∠QOD=(q−p)ϕ
∠COD=∠A1OD=∠A1OP+∠POD=2pϕ+(q−p)ϕ=(p+q)ϕ
In △ODC,cos∠COD=OCOD⇒cos(p+q)ϕ=r+aOD
⇒OD=(r+a)cos(p+q)ϕ
In △ODP,cos∠POD=OPOD⇒cos(p−q)ϕ=rOD⇒OD=rcos(q−p)ϕ
⇒(r+a)cos(q+p)ϕ=rcos(q−p)ϕ
⇒−acos(q+p)ϕ=r[cos(q+p)ϕ−cos(q−p)ϕ]
⇒r=2acos(q+p)ϕ.cosecpϕ.cosecqϕ.
The diagram is given below:
Let r be the radius of the wheel and x be the length of the rod. Clearly, AC=2r+x. According to question ∠APC=α.
In △PAC,tanα=APAC=d2r+x⇒x=dtanα−2r.
After rotation of the wheel, let C′ be the new position of C as shown in the figure. In
this case angle of elevation of C′ is β. Since C′ is the position of
C when it is about to disappear, so PC′ will be tangent to the wheel. Let it touch the
wheel at Q.
In △OPQ and APO,OQ=OA=r,OP is common.
∠OQP=∠OAP=90∘∴ triangle are equal.
⇒∠OPQ=∠OPA=2β
In △OAP,tan2β=APOA=dr⇒r=dtan2β
⇒x=d(tanα−2tan2β)
PA and PQ are tangents to the same circle ∴PQ=PA=d
∴∠OQC′=90∘
In △OQC′,QC′=OC′2−OQ2=(x+r)2−r2=x(x+2r)
=dtan2α−2tanαtan2β
∴PC′=PQ+QC′=d+dtan2α−2tanαtan2β
The diagram is given below:
Let PQ be the tower having a height of h,ADB be the arc having the given
length of 2L and AC be the part of arc with length 2L. Clearly, line
PC will be tangent to the arch as the man at C just sees the topmost point P of
the tower. D is the topmost point of the semi-circullar arch.
Let r be the radius of the arch. According to question ∠PDT=θ where
DT⊥PQ.
Let ∠COA=ϕ. Here O is the center of the arch. Clearly, 2L length
represents semi-cicular arch which means AC which is of length 2L will make an
angle of 45∘ at center i.e. ϕ=45∘.
In △ONC,CN=OCsinϕ and ON=OCcosϕ
⇒CN=2r and ON=2r
Let CR⊥PQ then CD∥NO∴∠OCM=∠CON=45∘
Also, ∠OCP=90∘ beccause OC is normal at C.
∴∠PCR=∠PCO−∠OCR=90∘−45∘=45∘
In △PRC,tan45∘=CRPR=CRPQ−QR=CRh−2r
⇒CR=h−2r
In △DPT,tanθ=DTPT=MRPQ−QT=CR−CMPQ−OD
⇒tanθ=h−2r−2hh−r
⇒h=tanθ−1r(2tanθ−1)=π2L.tanθ−12tanθ−1.
The diagram is given below:
According to question, ∠DAB=α,∠CAB=β
∴∠CAD=β−α.∵AC is the diameter. ∴∠ABC=90∘. Let O be the ceter of the circle and r be its radius then AC=2r.
∵E is the mid-point of CD.∴CE=ED=x (let)
∵∠ADC is the exterior angle of △ABC.∴∠ADC=90∘+α
Using sine rule in △ADC,sin(90∘+α)2r=sin(β−α)2x⇒x=cosαrsin(β−α)
In △ABC,cosα=ADAB=AD2rcosβ⇒AD=cosα2rcosβ
∵AE is the median of the △CAD.∴AC2+AD2=2(AE2+CE2)
⇒4r2+cos2α4r2cos2β=2d2+2x2
⇒cos2α4r2(cos2α+cos2β)=2d2+cos2αr2sin2(β−α)
⇒r2=2cos2α+2cos2β−sin2(β−α)d2cos2α
⇒=cos2α+cos2β+cos(α+β)cos(β−α)+cos2(β−α)d2cos2α
=cos2α+cos2β+2cosαcosβcos(β−α)d2cos2α
Thus are of the triangle can be found which is equal to desired result.
The diagram is given below:
Let AB be the surface of the lake and C be the point of observation such that AC=h m. Let E be the position of the cloud and E′ be its reflection then BE=BE′.